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HomeMy WebLinkAbout49007-Z ���Osu DI Town of Southold 7/13/2024 P.O.Box 1179 co o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45353 Date: 7/13/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 14349 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 72.-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/18/2022 pursuant to which Building Permit No. 49007 dated 3/10/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement(including;wine cellar and bathroom), elevator,front and rear covered porches, rear screened porch,rear second floor balcony and attached garage as applied for. The certificate is issued to Of Oregon 2021 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1437 7/3/2024 ELECTRICAL CERTIFICATE NO. 49007 3/20/2024 PLUMBERS CERTIFICATION DATED 4/20/2024 Ge r e Berry/? 0­ 000 Signature o uFfQ 1 TOWN OF SOUTHOLD �oo� may BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49007 Date: 3/10/2023 Permission is hereby granted to: ,Of Oregon 2021 LLC 149 Brewster Rd Massapequa, NY 11768 r To: Construct a new single family dwelling as applied for per DEC Non-Jurisdition letter and SCHD approvals. At premises located at: 14349 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 72.-2-2.3 Pursuant to application dated 11/18/2022 and approved by the Building Inspector. To expire on 918/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,873.60 CO-NEW DWELLING $50.00 Total: $2,923.60 c� �)JA"�A VliTding Inspecto SOW/( TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "� • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49007 Date: 3/10/2023 Permission is hereby granted to: Of Oregon 2021 LLC 149 Brewster Rd Massapequa, NY 11758 To: Construct a new single family dwelling as applied for per DEC Non-Jurisdition letter and SCHD approvals. °Amended--to_increase-finished-Basement as-appliednfor (winecellaK).:� At premises located at: 14349 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 72.-2-2.3 Pursuant to application dated 11/18/2022 and approved by the Building Inspector. To expire on 9/8/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,873.60 CO-NEW DWELLING $50.00 ELECTRIC $225.00 �1 NME DMENdrff'O PERIVIIT $�' 1-73-603 Total: $3,322.20 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • Jo sean.devlina-town.southold.ny.us OUN1`I,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Of Oregon 2021 LLC Address: 14349 Oregon Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 49007 Section: 72 Block: 2 Lot: 2.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 80 Ceiling Fixtures 17 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 17 Wall Fixtures 17 Smoke Detectors 3 Main Panel 200A A/C Condenser 3 Step Light 1 Recessed Fixtures 91 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt 50A Ceiling Fan 7 Combo Smoke/CO 3 Transfer Switch 200A UC Lights 9' Dryer Recpt GaS Emergency Strobe Heat Detectors 2 Disconnect 6 Switches 1 Q2 4'LED Exit Fixtures Sump Pump Other Equipment: Septic Disconnect, Elevator Disconnect(2), Insinkerator, Garbage Disposal, ERV, Fridge, Double Oven, DW, Gas Cooktop, Hood, W/D(2), Mini Fridge, 200A Panel 40 /40 Circuits, Notes: 100A Sub Panel 12 / 12 Circuits Used, 200A Transfer Switch ( NO GENERATOR ) Two Story w/ Finished Basement Inspector Signature: c Date: March 20, 2024 S.Devlin-Cert Electrical Compliance Form � l0` Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959Q BLTELDING DEPARTMENT 4' TOWN OF SOUTHOLD �'; 1i r APR 3 0 2024 BULrF D I`tTG JDjnWr. I . F;'0� 2'I CERTIFICATION i Date: #13b Id Building Permit No. I Owner: �L(F� A'n/ril ©L_SOiI/ (Please print) . Plumber: r e"-,q a:. �c- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Sign ) Sworn to before me this D day of A pi, 20 :24/ ICE Notary Public, S'L' Cougty VICKI L• BERRY i Notary.Public - State of New York N'o. 01 BE6070081 Qualified-in;Suffolk Count Commission Expires'. I i i�y Of SOUIyO� l # # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm 631-765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPINg [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ NTAL � ` . RE RKS: J r DATE INSPECTOR ��aOE SOUI,fo `�,� (grown TOWN OF S U HO D BUILDING DEPT. u 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. Gft [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ENTAL REMARKS: h DATE J INSPECTOR J OE 50(/T Ll o V a -7 C � * # TOWN OF SOUTHOLD BUILDING DEP7r. �o • �o `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rI DATE � INSPECTOR SOUIyOlo ` 4 # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST UGH PLBG. [ ] FOUNDATION 2ND [✓] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] RE C/O [ ] RENTAL R MARKS: I�of L h�( [moo Pan- �UK - s DATE IJ Y INSPECTOR"A%of 9k,hA OF SOUTyo� Oo # * TOWN OF SOUTHOLD BUILDING DEPT. �y000M1 N�'' 631-765-1802 INSPECTION [/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 121,movL P'"wN e'r, OC 44M. :6e s V, n, s d- �. 4 Off. �'06,' 701-\ �2 ��,5���ov� . �oG�j c✓, �v,2u ,�.aQ . DATE INSPECTOR �o�a0f SOUIyO� vqool # TOWN OF SOUTHOLD BUILDING DEPT. loomm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 9�06 a k-. 0k- 6�� I l or Lo��o� �v Iry � �►�-e-�. DATE 1a .;!3 INSPECTOR *pF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 �- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING /STRAPPING [ AL N , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:(vA o✓\, L4)!4 r\ u &,49R41^, DATE Vi INSPECTOR SOUT 1� 9 00­7 L4 5qL? 0=vJ74: _ TOWN OF SOUTHOLD. BUIL ING cou�m.�a� 631-765-1802 'INSPECTI-ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rP A A DATE. INSPECTOR i l � I 1 I h r � c _!� �'f'.•,,t�.. ++11/ �JJpr j!�' �f�"�, rr r .�G�,.r �� rtj 10 � r • a PO ►. �� �... r r 1.��' �' i j"�r!'1 � ��. '� _II �rf°fir �.�•h, ' /r 4 If fill rJ a 4Y � e' 1 �"`. -•,. 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Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Carrier Trade H2O COIL Trade CARRIER Model EVG 110 + H2O-2-1224 at 140F Cond 24ACB724AO0310 AHRI ref 10511533 Coil FV4CNF003L AHRI ref 10359318 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 16800 Btuh Heating output 28300 Btuh Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.066 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE 2A 326 5933 4540 267 300 ZONE 26 919 11843 8395 533 554 AHU2 1244 17776 11594 800 800 Other equip loads 2981 2126 Equip. @ 1.00 RSM 13720 Latent cooling 3234 TOTALS I 1244 I 20756 I 16954 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft° 2022-Nov-11 10:12:57 ^�► ,.,• ,..« .�«.., Right-Suite®Universal 2022 22.0.04 RSU25299 Page /9C ...\14349 Oregon Road\14349 Oregon Road ManJSD.rup Calc=MJ8 House Front faces:SE ,J Load Short Form Job: 14349 Oregon Road wrigt�tsof Date: November 10,2022 ZONE 1 B By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com For: 14349 Oregon Road, Cutchogue, NY 11935 � - • Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ELEV 1 30 0 0 0 0 GREAT/DINING RM 1181 20773 18446 889 1054 HALL 52 0 0 0 0 LAUNDRY 56 0 0 0 0 MUDRM 59 773 326 33 19 PANTRY 30 0 0 0 0 PWDR 42 1181 365 51 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fld- wgrightsoft" 2022-Nov-11 10:12:57 ,on.wrgoe,.y Right-Sulte®Universal 202222.0.04 RSU25299 Pages AM ...\14349 Oregon Road\14349 Oregon Road ManJSD.rup Calc=MJ8 House Front faces:SE 3 Load Short Form Job: 14349 Oregon Road w)rig�e.ItsOft- Date: November 10,2022 ZONE 2A By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • Info rm ati on. For: 14349 Oregon Road, Cutchogue, NY 11935 basigri. • • Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M.BATH 92 1585 528 71 35 MBR-2ND 234 4348 4012 196 265 ZONE 2A 326 5933 4540 267 300 Other equip loads 0 0 Equip. @ 1.00 RSM 4540 Latent cooling 839 TOTALS I 326 I 5933 I 5380 I 267 I 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4jd- =Ightsofta 2022-Nov-11 10:12:57 ti .,.,..,, Right-Suite®Universal 2022 22.0.04 RSU25299 Page 7 A+& ...X14349 Oregon Road\14349 Oregon Road ManJSD.rup Calc=MJ8 House Front faces:SE ZONE 2B 919 11843 8395 533 554 Other equip loads 0 0 Equip. @ 1.00 RSM 8395 Latent cooling 1536 TOTALS 1 919 1 11843 1 9931 1 533 1 554 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrilghtsof " 2022-Nov-1110:12:57 .,w.,,. .. ,da , Right-Suite®Universa1202222.0.04 RSU25299 Page �+ ...\14349 Oregon Road\14349 Oregon Road ManJSD.rup Calc=MJB House Front faces:SE 1ST FLOOR _ �;.132,'cfm,` n'132�Cfrriy=` "Z it32i' c.1cfm - �ie�. F' _ PA NTR - '3 f - ,Fi ,e1 ,h %;• ;t^ - •f r q:, f i�:r 12 .'�. GR7EA 1 G >H]s �Y ,•5t — l Y`. =�•. _ Z _ '••h' X, _,tAUN 89`cfin 7._ - ;132'cfm :. _ 0i 132 cfm' `HA .` 1 2'cf x 24' TWIG�14 - ';r,�err.` r, M ".Y� re V4r ,; ELE', a: ✓.,�rr_,.. ,-,BA 7Q,tI s_I� Mechanical Legend 3 — - - ---0 Sheet Metal Supply Trunk Sheet Metal Return Trunk ,..'• • .f.. Flex Duct GARAGE = ❑ Supply Grille/Register o_ Grille/Register Above Pq pn:q Wall Grille/Register Job#: 14349 Oregon Road Home Energy Solutions Scale: 1 : 111 Performed by Gerson Rubio for: Page 2 187 E Main St Right-Suite®Universal 2022 14349 Oregon Road Huntington,NY 11743 22.0.04 RSU25299 Cutchogue,NY 11915 Phone:631-673-0664 2022-Nov-11 10:13-04 home-energysolutions.com gdlamay3@gmail.com ...oad\14349 Oregon Road ManJSD.r Manual S Compliance Report Job: 14349 Oregon Road • - wrightsoft° p P Date: November 10,2022 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com p Iftf9ft, • For: 14349 Oregon Road, Cutchogue, NY 11935 Cooling Eqkdpment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 23268 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 4787 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 28055 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACB736A00310+FV4CNF005L Actual airflow: 1200 cfm Sensible capacity: 26800 Btuh 115e/o of load Latent capacity: 9400 Btuh 196% of load Total capacity: 36200 Btuh 129% of load SHR: 74% Heaflng • • Design Conditions Outdoor design DB: 8.0°F Heat loss: 31999 Btuh Entering coil DB: 68.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EVG 110 + H2O-2-1524 at 140F Actual airflow: 1200 cfm Output capacity: 39800 Btuh 124% of load Meets all requirements of ACCA Manual S. -F�- wriightsoftA 2022-Nov-11 10:12:57 Right-Suite®Universal 2022 22.0.04 RSU25299 Page 1 ...\14349 Oregon Road%14349 Oregon Road ManJSD.rup Calc=MJ8 House Front faces:SE Duct System Summa Job: 14349 Oregon Road " weightSQfta ry Date: November 10,2022 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdiamay3@gmail.com Web:home-energysoluticns.com P • • • For: 14349 Oregon Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.37 in H2O 0.37 in H2O Available static pressure 0.33 in H2O 0.33 in H2O Supply/return available pressure 0.217/0.113 in H2O 0.217/0.113 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 485 ft e • P-rcinch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH 1 h 1159 50 33 0.142 4.0 Ox 0 VIFx 8.3 145.0 st1 GREAT/DINING RM c 2306 111 132 0.091 7.0 Ox 0 VIFx 78.5 160.0 st2A GREAT/DINING RM-A c 2306 111 132 0.073 7.0 Ox 0 VIFx 77.0 220.0 st213 GREAT/DINING RM-B c 2306 111 132 0.092 7.0 Ox 0 VIFx 86.3 150.0 st2A GREAT/DINING RM-C c 2306 111 132 0.117 7.0 Ox 0 VIFx 55.3 130.0 st2 GREAT/DINING RM-D c 2306 111 132 0.072 7.0 Ox 0 VIFX 82.0 220.0 st26 GREAT/DINING RM-E c 2306 111 132 0.098 7.0 Ox 0 VIFx 72.8 150.0 st2A GREAT/DINING RM-F c 2306 111 132 0.068 7.0 Ox 0 VIFx 89.3 230.0 st2B GREAT/DINING RM-G c 2306 111 132 0.121 7.0 Ox 0 VIFx 34.5 145.0 st2 MBR-1ST h 2077 89 88 0.131 6.0 Ox 0 VIFx 35.5 130.0 st1 MBR-1ST-A h 2077 89 88 0.142 6.0 Ox 0 VIFx 13.3 140.0 st1 WORM h 773 33 19 0.118 4.0 Ox 0 VIFx 43.5 140.0 st2 PWDR h 1181 51 21 1 0.111 4.0 Ox 0 I VIFx 1 46.8 1 150.0 1 st2 SupplyDetail Table .- Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 227 209 0.131 512 7.8 8 x 8 ShtMetl st2 Peak AVF 973 1093 0.068 703 15.9 8 x 28 ShtMetl st2A Peak AVF 667 790 0.068 711 14.1 8 x 20 ShtMetl st2 st2B Peak AVF 333 395 0.068 593 14.1 8 x 12 ShtMetl st2A wrightsoft- 2022-Nov-11 10:12:57 �. ..u.•,a.. ......qr ,y Right-Suite®Universal 2022 22.0.04 RSU25299 Page 1 AWk ...114349 Oregon Road114349 Oregon Road ManJSD.rup Calc=MJ8 House Front faces:SE Duct System Summary Job: 14349 Oregon Road wrightsoft9 ry Date: November 10,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • Ifif9rmation For: 14349 Oregon Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply/return available pressure 0.272/0.108 in H2O 0.272/0.108 in H2O Lowest friction rate 0.144 in/100ft 0.144 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 265 ft 'SU,PpJy Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH 3 c 2444 138 161 0.150 8.0 Ox 0 VIFx 26.3 155.0 st4 BEDROOM 3 c 2737 159 181 0.146 8.0 Ox 0 VIFx 21.0 165.0 st4 BEDROOM 4 h 3906 176 165 0.152 8.0 Ox 0 VIFx 34.3 145.0 st4 LINEN-A h 1354 61 48 0.150 5.0 Ox 0 VIFx 6.5 175.0 st4 M.BATH h 1585 71 35 0.169 5.0 Ox 0 VIFx 15.8 145.0 st3 MBR-2ND c 2006 98 132 0.144 7.0 Ox0 VIFx 19.3 170.0 st3 MBR-2ND-A c 2006 98 132 1 0.163 7.0 Ox0 1 VIFx 1 11.3 155.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 267 300 0.144 678 9.0 0 x 0 ShtMetl st4 Peak AVF 533 554 0.146 705 12.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 800 854 75.5 0.144 611 16.0 Ox 0 VIFx - wrilghtsoft- 2022-Nov-11 10:12:57 Rig ht-Suite®Universa1202222.0.04RSU25299 Page ...\14349 Oregon Road\14349 Oregon Road ManJSD.rup Calc=MJ8 House Front faces:SE F'REDERICK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 52 NOYACK PATH. WATER MILL, NY 11916 ROBERT fweberarchitect'3yahoo.com 631 '154-5565 ARCHITECT April 10, 2023 TO: SOUTHOLD BUILDING DEPARTMENT RE: OLSON RESIDENCE- Foundation Wall Reinforcing 14349 Oregon Road, Cutchogue, NY The foundation walls at the Olson Residence were reinforced in accordance with my construction drawings: (2) #5 horizontal reinforcing bars installed at the top and bottom of the-wall and #6 vertical reinforcing bars installed 28" on center. Please include this letter in the B epartment file for this project. ' a4 Th T ' OF / Fr derick We'I er, Architec DQ� L5 D � AP° ^023 Uf,DENG Dry,' TO%P,\T Off+TSOU OLD 119 oo*7 Building Envelope and Duct Tightness Report 2018 IECC is amended by the 2020 New York State Stipplement,sections R462.4.1.2 and R463.3.4 Address of Test 14340 Oregon -Road,Cutiihogue,NY 11935 Test Date 1/31/2-02:4 Building Permit#: 40007 Compliance Pathway Performance Test Completed by: Christopher Silvia 5N. ET Rater ID# 4156294 Home Energy Solutions E3 NATE ID# 187 East:Main Street ICC.ID# Huntington,NY-1 1743 BPI# L. F E 6 2 2024 6311-673,-0664 Wiffiliffig Env61(iiiii Tightness Volume Calculation,: Check if .i..-, . Nook Area Volume Conditioned Basement Basement 1906 19056 0 Conditioned Crawl Space isf 1891 17074 SdMed Attic 2 nd 1251 11636 *The conditioned1loot'area of dwelling is calculafted in 3 rd accordance with-AN I Sl Z:76S,except t6t:conditioned floor the ceiling height is less than 5 Attic 8354 area s areas where e ce Total Volume 56120 7 CFM @50 pa 1166 Air changes/hr@50(al i.25 Code Compliance: Duct T.Whtfies9.- Pos&Con'stru' ciion Test-Total-Wet Leakage System-1: Within Condition Space Duct Location cation Conditioned Space Floor Area Leakage CFM @ 25pa CFWlOO A2 CFA Code Compliance: System-2: WAii Condition Spa,ce Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa CFM/1 00 ft2 CFA Code Compliance: Exempt, I System-3: Duct Location Floor Area Leakage CFM @ 25pa CFWlOO ft2 CFA Code Compliance: All building envelope tightness testing hp!`.P,60.h venfied,b,s6i,:instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 NeWY6,rk-Stdte.'upplgimefjt"sectlon R402.4.1.2.The building duct and plen'urn system has been verified as required by the 2018-IECC ed$y202_0 N!�W'Ydrk State Supplement,Section R403.3.4. Signature. Date: 1/31/2024 Christopher Sff*qfi,JTdiye' idef Solutions gp% AT J7 & 'LIUM II'=: Y jtiNC 6y. 1 •�' W.1�1^. e �.'y.T— ,YS MEMO: February 29,2024 Re: 14349 Oregon Road,Cutchogue,NY. I Frederick Russo,certify that I am the president of Access Elevator,Ltd. I further certify that I was formerly a Code writer serving on the Residence Elevator and Wheelchair Lift subcommittee of ANSI /ASME and that I am fully familiar with the code requirements. Finally, I certify that our contractual obligation for the installation of the Fox Valley hydraulic residence elevator (site/shaft construction/Ianding doors installation not- withstanding) at the above location meets the ASME A17.1 section 5.3 requirements for a single family private residence elevator. The elevator installation was completed on January 20,2024. Access Elevator,Ltd. By Fred R so Presi e .•l-• ♦ -�� -� 94 Veir�di Street Forrnin dole NY 11735 --—- ---------- ----—--------------------------- ------...------------------- ph, 631.694.44.00 V1�'L+�YL1�.fi'ccesselex torltdxom fx, "1,454.631.1 FREDERICK 41 EA5T MAPLE ROAD, GREENLAWN, NY 11140 52 NOYACK PATH. WATER MILL, NY II 6 WEBERROBERT fweberarchitecteyahoo.com eer 125 5 5� E ARCHITECT 1 MAR - 8 2024 March 4,2024 TO: SOUTHOLD BUILDING DEPARTMENT RE: RESIDENTIAL ELEVATOR OLSON RESIDENCE 14349 OREGON ROAD, CUTCHOGUE,NEW YORK Building Permit#49007 Attached please find the following information: 1- Letter certifying compliance with residential elevator code ASME A17.1 2- Drawings and specifications detailing elevator installation. Please add this information to the file required to obtain a Certificate of Occupancy for the Olson Residence. Thank you. V91WrIflyy Fr derick Weber,Architect FIELD INSPECTION REPORT .� 51 1s FOUNDATION(1ST) _m mwo I V,,, • 1 • 1 Elmo 1 I �,. • . u . , PLUMBING E T_ •. INSULATION PER N.Y. STATE ENERGY CODE �.L. .- . l . .. .. ADDITIONAL „ •• 10 awfill ImMulmw / r - - o�S�fFO(��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hqs://wWw.southoldtow=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 49009- Building Inspector: NOV1 8 2022 'Applications and.fofm' ,'must,"filled out nrth'eir entirety=ancomplete;'r - TC, .. application's'wlll not be acce" ted::Where the A Ucant.is not the_ owner,,an ` :;,Owner's'Authorizati6n-form(Page 2).shall be chi pleted: .`; Date: 1�OMe=A2lZ to 2L "OWN ER(S),OF,PROPERTY: Name: of: leg, �'Lo U.C" CUFF scTM#Z000- Project Address: Phone#• 01 1 0-T _ _ .. Email:el y .:_OI�oY•► Mailing Address: S` •fS'y •.CONTA -PERSON. - - Name: Mailing Address Email. G ,�Y-UI\ —(�• QI_ �_C�V✓ _ ,D I NM�PR FE T ES G O SSIONidL�INFORMA ION:° _ Name: �= �i ��-Z ��'�2i�l-�•- . Mailing Address: Phone#: Email: - - - - - ya. .;.�,.-a, x:i.,, - - ``�s. u r rr; ., vq.� -'c„ti. •.fry.' -6 IRR CT R'V FORMATION: Name: __ 44; lA Mailing Address: Phone#: fo`3v 1 '���. d��v'1'�_......._._.�� Email: ��F" �Y�G�f1C .l��akO's Cmy.►r�_._. ,DESCRIPTION�OF'PROPOSED CONSTRUCTION'' f. ew Structure ❑Addition ❑Alteration EIRepair ❑Demolition Estimated Cost of Project: ❑Other $ � �o✓e:>. Will the lot be re-graded?Wes ❑No _ Will excess fill be removed from premises? ❑Yes)Vo 1 P.11OPERTY'INFORMAT1ON, Existing use of property: T Intended use of property: 'SO4 , A.LfMIL�A DW9�� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? DYes;0o IF YES,PROVIDE A COPY. theckbox.A. fter-Reading. The o*neFjcpntractqrjdes1g(k professional ls'respqnsible.for all drainage and storm water issues as provided by e e�� 6' 'the -ne ha ter'23- of the APPUCATION IS HEREBY,f�Abe to the dulldiiiii D6artMent fo' _nkzd 0 County; and construction'"- I'Df WHO Ordinance of thei Town 6fS'tith6ld,St�6614, eW' Y6'ika the �c p9sp addjtiors,'afteratiofi�vri for removal or demolition asherein described.The applicant agrees.to cbmp y,,wlth all applicable laws,:qrdI. housing cade and regulations and to uthorize ary inspections Inspectors .False statements made ereinare cl meaRpr purs. p.0shableasar assAmisde' uiiitto,SiciiO62k ,oft e New,Ydrkstate Pienal-ta"W' . Application Submitted By(pri -na e . Xuthorized Agent DOwner Signature ofApplicant: Date: tvt 6/ ij2i1 STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF Qualifiedjn Suffolk County Commission'�Expires April 14,2 rz being duly sworn,,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i(S)he is they �- (Contractor,.Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of'his/her knowledge and.belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this t4" [\A4 day of rAQ 202\0__ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 6L.SoAl residing at ft0E5 .its Rk'0'j4:A 6AM�.W � 914d oherebyauthorizR� W / Sto apply on III my behalf to the Town of Southold Building Department for approval as described herein. eAdy-1— Owner's Signature Date ettr—l:�:'OIZ6 A- 0L.516d — Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444 03651 F:(631)444-0360 www.dec.nygov LETTER OF NO JURISDICTION ! TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED-SPECIES ACT JURISDICTION Of Oregon 2021 LLC September 12, 2022 C/o Cliff&Ann Olson 12025 Wood Ranch Rd Granada Hills, CA 91344 Re: Application#1-4738-03756/p0001 Of Oregon-2021 LLC Property— 14349 Oregon Rd, Cutchogue, NY 11935 SCTNI#1000-72-2-2.3 To Whom It May Concern: Based on the information you submitted the Department of Environmental.Conservation has determined that: The portion of the property landward of the line labeled "Top of Bluff' as shown on the survey prepared by Joshua R. Wicks, dated 1128/2022 is beyond the jurisdiction of the Tidal Wetlands Act (Article 25). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Be-advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is yot.lr•responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate-work area between the r jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. In addition, please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB).(Myofis septenfrionalis), a species listed as "threatened" by both New York State and the US Fish &Wildlife Service,within 1.5 miles of the project location. We have determined that tree cutting at this.location between March 1st and November 301h of any calendar year may result in the"take" of these endangered/threatened-species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The tern! "take" is defined-in part as the direct killing or injury of individual'rrtembers of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is ` prohibited in the absence of a permit from this Department issued.pursuant to ECL §11=535. Therefore, we recommend-that no tree cutting activities be conducted at the project site between the dates of March 9 and November 30 of any,calendar year. i OF DepaSrATErtmenfi of j OPPORt""m Environmental Conservation I I 3 r If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at(631) 444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, XSherri Aicher -y Permit Administrator cc: Frederick Weber BMHP File i i i f � i i i i i i BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ;;;• �* Southold, New York 11971-0959 . . '4►' Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Electrician's Name: .License No.: Elec. email: Elec: Phone No: / request an email copy of Certificate of Compliance Elec..Address.: a o o v r o JOB SITE,INFORMATION (All Information Required) Name: (�L.l C_r Address: Cross Street: Q>C,9 LA , Phone.No.: 7.p �'07 Bldg.Permit#: 4q 0 b-7 email: Ct,t '0F,,,.__c)L-4&o,11 @ m-5 V coM Tax Map.District: 1000 Section: 2- Block: a2 Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): r s7 � Square Footage: 4 S�400 'Ciri:Ia A11.ThM Apply: I�� Is job.ready for inspection?: YES®NO Rough In 10 Final Do you need a Temp Certificate?: YES NO Issued On EIM-O,(Ket (alaa-l23 Temp;lnforma#ion: .(All information required) Service Size�1 Ph�3 Ph Size: ° A #Meters�_ Old Meter# New'ServiceO-Fire\RecohhectF1Flbod Reconnect[]Service Reconnect MUnderground DOverhead # Underground Laterals! 1 .H Frame Pole-Work done on Service? Y FIN Additional:Information:. PAY'VlENT;DUE:1lUITH APPLICATION �'e- CA+ I C „�'gaFFOIK��Gy� BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,- �a Telephone (631) 765-1802 I a Temporary Certificate # 1-I q 2 Date v n-e -/ 2023 Customer Name C i �� Electrician Name 6 4 S 1��CG�6 L Address �e t j cl. OU A G_ Phone 516, , S141R , 7 e-mail e-mail &S 1(0 L4 ( FP-hone License# 57 Size 52 00 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New . "H” Frame or Pole H P Fire Reconnect W)as work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid f 0 s from the date ove. Authorized by BUILDING DEPARTMENT- Electrical Inspector G TOWN OF SOUTHOLD _ - Town Hall Annex- 54375 Main Road - PO Box 1179 �* Southold, New York 11971-0959 ,:.. Telephone (631.) 765-1802 FAX (631) 765-9502 roAerr _southoldtownny.gov - seand -southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: Company Name: 4�9 $ S L7 L-T" C_ Electrician's-Name: CZ. 0 n-CL License No.: Elec. email: Elec. Phone No:Ale, g�X gj 1 j6 Daf request an email copy of Certificate of Compliance Elec. Address.: eo eoga),_, e!;�- JOB SITE INFORMATION (All Information Required) Name: i✓L rdl-u 0/--So d Address: ® _ �,� /Cm�® a Cross Street: AySev Qj GE LA , Phone No.: / Q �'a7 Bldg.Permit#: 4C/ pb email:- CC.tt-F.,,_cD @MsIV Tax Map District: 1000 Section: 2- Block: d2 Lot: a 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 3�� Circle All That Apply: #- 149 Is job ready for inspection?: El YES ® NO ❑Rough In 10 Final Do you need a Temp Certificate?: YES❑_NO Issued On EM-a&c&, (O(aQIZ3 Temp Information: (All information required) Service SizeMl Ph❑3 Ph Size: n° A # Meters l Old Meter# ,gNewServiceOFire ReconnectEFlood ReconnectEService Reconnect[gUnderground❑Overhead # Underground.Laterals 1 2 . H Frame Pole Work done on Service? Y N Additional Information: PAYMENT.DUE WITH APPLICATION b `71 k rcC,4 ? AII PERMIT 9 Address: Switches LkK OutletsIta, If vkr, p J G FI's - 1 r7 Surface !, Sconces 15 HH's UC Us Fans Fridge HW 1 Exhaust I' �'�` C{ Oveno{/�l� W/D Smokes DW Mini I Carbon 1 Micro Generator Combo \ 2 Cooktop Transfer 1111 aC 11 Z AH Hood Service t Amps Have Usec p e c i a l: :ommen s�` Ae.� 11�Fitt � Town Hall Annex ® �� Telephone(631)765-1802 54375 Main Road CD Fax(631)765-9502 P. O. Box 1179 C* Southold, NY 11971-0959 w BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS.TYPE G.ON.STR.UCTION,"PRE.-ENO_ INEERED,. - - WOOD CONSTRUCTION.AND/OR TIMBER CONSTRUCTION. Date.": t Owner: .49f-- at����� �..�. �GL1 �.SCQ<✓Sr� � Location of Property: _e 499jo" �CUIZAt�r`C', 7 . Please take notice that the (check applicable line): New commercial <esidenfi structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 i r Scott A. Russell ST 0>]E�I��I WA\'7�]E R. I SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW PORK 17971 � Town of Southold j i j CHAPTER 236 STORMWATER MANAGEMENT WORK SHEET I ( TO BE COMPLETED BY THE APPLICANT ) , DOTS TI-11S PROJECT INVOLVE Ai�TY OF, THE TOLLOAVI TG: iCHECK ALL THAT APPLYI Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more I than 5,000 I quare feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material E within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i OR D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site prepaation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date X County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. I APPLICANT. (Property Owner.Design Professional,Agent,Contractor.Other) S.C.T.M. �: 1000 Date.Dwrict NAME: - I -12. 2 14-� 11A& 4.2 Seclinn block Lot FOR BUILDING DEPARTMENT USE ONLY# k 4 Contact information �(d 1l7\\ Reviewed By: i — — — — — — — — — — — � Property Address/Location of Construction Work: — — — — — — Approved for processing Building Permit. 14 34 ` agt-� {� I`0A�`; ❑ Slorinwater Management Control Plan Not Required. Stormwater Nianagement Controi Plan is Required j f (Forward to Engineering Department for Rey iew IIL ill FORNI SMCP-TOS MAY 2014 APPLICANT: s.c:'r.M.n 1000 CHAPTER 236 (Property Owner.Design Protessiunal,Agent,Contmclar,Other) +�^ a,0°'�4' 1A Irk 2 2_ , Stormwater Manaement Control Plan CHECK LIST � YV��� Smil,n 711 cl: Lot �x S' C P -Plan Requirements: Provide ONE copy uP the t3ulldillki Perinll Altl)IlcaUoll• ate: (03 20 j The applicant l�l provide a Complete E x llanatunl ant/or Reason for not prrn filing1lM-5 12 all Inl'nrnlaUon that has been Required b% the followin,)C'hecl ist! 1. A Site Plan drawn to scale Not Less that lit'to the inch MUST YES NO NA II' YOU answered No or NA to ally Item, Please Provide Justii'ication Here! show all ell' the follo\\-ino, items: If'you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. E\isting-Natural & Mall Nlade Features within 500 L.F. of the Site 130unclar� as required by §26-li U26. cl. Tom Hole Data Indicating Soil C'huractcrislics&Depth to Ground Water. c. Limits of Clearing& Area of Proposed Land Disturbance. f'. Existing& Proposed ConlOUl:,01' tile;Site INIniI um'r Inler-11-1 C� g. Location Of'all existing& propnscd structures, roads, driveways,sidewalks,drainage improvement". & utilities. h. Spot Grades& Finish Floor Elevations for all existing& — propOsed S1111Ctures. I. Location of proposed Swimming Pool and discharge ring. .j. Location of proposed Soil Stockpile Area(s). k. Location.)l'proposed Construction Entrance/Slugln,Area(si. I. Location elf' pro posed concrete washout areais). 111. Ulm to n or all n•opoaed erosun l&selil ucnl.c•otlt'ol nlcatiurts. 2. Slurnlealer\lanagcnunl Control Plan iilusl include C.'alculatoils Aolving that Ilse storl1w'ate],illlprovclllenib are si/ed it)capture.Aoiv and inrilt•ale _ on-site the ran-off Proud all impert lour surd'aces generated b� a lwo l21 inch rainfall/.storm event. 3. Details&Sectional Drawings for storinwate•pracuces are rululred r(n•apprrnal, Items requiring details shall_in_c!ude but not be limited to: a. Ert)sion&Sediil•lent Controls. h. Construction Entrance&Site Access. e. Inlet Drainage Structures (o.,.calch hasins.tromp drawls,etc.) cl. Leachiil T StRiCtUfe5 ie.n,illhilration basins.shale,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** - 1 Additional lnfcprmatfcm is Required. y Itcviewcd& I D Stol•mwater, Management Control Plan is Not Complete. Approved By- - - - •— - -- - - - - - - - - -- - - - - - - -1 l Management Conti-ol Plan m is Coplete. ! ® Stormwater Date:: SMCP has been approved by the Engineering Department. I'OItM TM SWCP Check List -TOS MAY 2014 JOSHUA R. WICKS P . L. S . SURVEYED BY.J.R.W. DRAWN BY:D,T.O. JOB NO.:JRW22-oo43 P.O. BOX 593 S 47006'40" E 501.30' Center Moriches. N.Y. 11934 '•. JoshuaRllicks®gmail.com TAX LOT 2.2 i� #631-405-6108 MAP / «.�. . '' . ; :/: ; ,(' LINE " 51°23 .. GRAPHIC SCALE '� ��— i�——���.���——�� a'�r5r r 0 1 2 3 13.65 o�• .. . .. S 3 1.�� 3 0 s 70.0D A .............. 6.8 ...........r � :• :: : rwL ��.�... :7 t.t 7 / /.• Got 2-Map d M,hor:r�bdlv�stc►T of y .4J a► / b; . :: :;$+: :'.::,$+:;:' ; ':::; '•:�: r flE�r ..�b' LOT Jq :` /::,: �, ry .... /.':; ,: 4 �. i :: ::: :;; : : :j .....• Al Baxter Sound Estates : : . : : : : : : �' o ��� Pied•March 12,2003 Map Ab.10916 Slnr�r �. alrc141OG1,t rowel or 5 m aP *� :F: r r 5FFaKCOIIVfY, 1 WYOIt'K '(\ :' :':':.- `.`.•;:' .:`:':r. '. Yri ftww d6�i:..I:.:.G r'i r _ r _— —•— r r_�'—r MW ! .•' Suffolk Court tax Map No,; MAP - - - � LINE w .. ' 1000 072 00 02 00 002,003 N 47°06'40" W/ ' 530.16 VANE 5.IZVE M2: 01/2812022 .; SCALE.1" 40 / TAX LOT 1 °%4-p 4 LOT AREA MA P 20.00 INE S 51°44'30" W 61.576.35 S.F. —_ 1.41 ACRE(S) N 47°06'40" W 1 10.12' N 47006'40" W S 51044'30" W 20.24 S 47006'40" E g.RIDC 10.12' LA NE •, t � � 1 t Q) j-. w4L 1110 > 03 Cb FasE t BAL FE 10 1E4OII D — ————————— — �^� U% I ,a N N 47049'00" W O � N ' —————————— -----••------ - laP1w1YF1NY— TAX LOT 2.2 19 POST at WL ff. S 47°49'00" E N N 47049 '00" W 1,128.08' w N INGRESS/EGRESS EASEMENT w ——— ———— --- ---- --------------- --------------- - --------- --------------------------------------- — --------------------------------------------------------- x v S 47°49 '00" E 1,148.36 ' w oF NEWR. Y GUARANTEED T0: GRAPHIC SCALE: 1 INCH = 40 FEET �k OF OREGON 2021 LLC 40 0 20 40 80 160 FIDELITY NATIONAL TITLE INSURANCE SENVICES. I.LC <1 No 0510�� ' NSFQ LAND BY- (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAID SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DMSION 2,OF NEW YORK STATE EDUCATION LAW. (2)ONLY BOMDARY SURVEY NAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE MID CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPTION. (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY NAP SICMFY TWAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY NM IS PREPARED,TO THE TITLE COMPANY, TO THE GOVERNMEMAL AGENCY,AND TO THE LENDING INSTITU110N LISTED ON THIS BOUNDARY SURVEY MAP. (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (s) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AHD OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE MPROVDMENTS OR ENCROACHMEMS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROM THE SIRUCRIRE4 TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOii.•?ATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTXRN. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (5)THIS SURVEY WAS PERFORMED WITH A TRIMBLE S6 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF pOff OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. -•rt -- nlDooRs ouTDooRs OWT CONTROL PANEL PROVIDE W 20 AMP W NEMA 4X ENCLOSURE Gip I-POLE CIRCUIT 2 s@,s@G IN I LUG O Q ! SCH S0 PV M-^ru'•I�uz,un nn' MMmR CIIANOCR Vulums FMEMCK BREAKERS IN H019E 2 CONDUIT C 3 n w , �pR --------- ^�`� / ELECTRICAL PANf1 *w:r s.JimmudunCh-b. m •( ' "'1'+' .4na­b,c Fll,rnhn C'lumber 27tl 0 Is12 0 5� N\UA .�' '� ' ,� 012 Aembiccod ctfRRaua•C4amber 127 �B>`+s�a NV N\G .�� '' ,�n.�Lawn u« .ch.nrt� h� p,1-O '(.' - �' r I 2Wa 1#12 292 nuunnnn r>ulnwcck.,tluml,cr4 WEBER,,1NE -✓ t 1 ! AIR t12G s12G cnrAemn iamoa.7, TmJvntam. 7w COMP 0`\ ��..V//•" „__-- \` I 1 f , f DUPLEXWATT RECEPTACLE— pp ocwnn smcmcAnrn+s IN WATERPROOF a �,.n� !4 .+.+nAkM.ai. PP/PT. F.mn.R�. am �/ ..� • 1 r i f 1 ENCLOSURE • —bkN1.Ae,vbcMNis PPCPfP/PE rmn RWe 57x ililJC1�,L GRADE ilff L y p'LLr.n1' Tank hRY •dE -'� I 1 1 / i i � PROTECT ALL ABOVE � ,,, ,nnro / i GRADE WIRING W/ © Pi m• Pvc/Pp,Pr, / / / SCH a0 PVC CONDUIT IMINJ ` tD IA- uni tonal cn anerekw `\I 1 i / ! ALARM EFFLUENT PIMPSINGLE LINE DIAGRAM NTS IKIIIAIIfI,<PRP ,n1'MR,A IaTAYJt FLOAT FLOAT n MICH F1111P WITCH u7wono'wc mr, rcuw aaivavm i ( �•10' ��.• _ =/ +"= _ ,j i i i PLAN VIEW ' _ .' - - - - -i ,. ''-'-'' •' ' '_- - '- - -/-' to VISUAL BEACON cvu ,u,wo,ul xw""y �• ` �� - _ '�-_ _.+ ��-i��--'�.--'- /•- '-- �i-- +��--/ ' / 1 t / ATTACH PANEL TO ��. _ �i•- - - - _ j l V BE P.T.POST, 3'BELOW GRADE ,•afar AMP POWER FROM ELECTRICAL MAC a0R1 AIR SLOWER O �� PANEL �,A �- - _ -'' . ',�'� ''. .-''����__-- �- -+_-' ' -�� '' ' r POWER LINE ENCLOSURE AIR BY0 n'mnnmm- ^ r A EXISTING 2'O --- /-� .' .� ': .' �- '-. �- - _ �/ '�. TO FLOAT *SEPTIC SOLUYTIOW ID Tj�p aT0• '� WATER SERVICE - -+ '- -� -� , �_ _ �� '''' ss/0 O6 O STUB' ON-SITE /.'' �i/. /i-'- '''/''- - - _ = i AIR LINE TO ALARM R UWE TO S 7 ! �• � - - . -i - TREATMENT TANK Ir�O)A.T• �• •-'- - - /.' �,.' ./-.�i' - --' ___•�•,.' _ 16 AMP POWER O PAon,cNrn. FOR COMPRESSOR m • / ' '�.'�i' /'�./'.- i'' fi0'i - PANELELECTRICAL .aunov al4 vmr ?.7� 4 121 ! - - '--- _ s FIXED BASE O w 'j, _ _ - -'i' �'' -''i ���''i' ' '- E -'' / '� ELECTRICAL SUPPLY Q -/'' . . . . . i'' , FROM DWELLING •� o N1k �4j Nj0 ?O A)o I _ /.'�.-' �' '.''' '' . '�•'� pS�-�T1 ; `1% �Q4, I O SECTION A-A VIEW SECTIONV-D VIEW H� yho�� �11p.� /�y), A0- - i- /mot, � �, j 'RUIN-CLEAN CEN 5 TANK NTs S ^� 'ln� (^/� ''pay , BLONER AND PANE. DETAIL. NTs � l/wr'J �� --- -- `- `` %�\ GENERAL NOTES: ON-SITE 11ASTEUATER TREATTIENT SYSTEN d/A) Z S A9 �(\`' =- ,1. '!Bi% - /r THE ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND v �,o �`\ DURING SYSTEM START UP. r, O v n . ,� --� ` ` \ `,` r AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE w �QQ� MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. THE OUTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED Iv ; / �� .` `�` .� / BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. QO'+ A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. O `C 1k i j \` 'sue; ,\ `` �� t t-'' �? THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH SCDHS USING O I ` `� `� DOCUMENTS PROVIDED BY THE ARCHITECT. '7 EXISTING VAULT I .-�' �\ J f � '"�-�_ `.� \.� .:.' INVERT ELEVATIONS ARE ESTIMATED.THE OWTS INSTALLER SHALL CONFIRM 7 �^, FOR WATER F f . �, ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY "v METER 50 1 --�- `--7� - DISCREPANCIES. INVERT ELEVATION OF SANITARY LINES AT J O ``_____ OR POINTCONTRACTORS CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO.NOTIFY ¢ � -- -" THE ARCHITECT OF ANY DISCREPANCIES. S M N T `F �� 1 \� Y 5� •• 'tL THE OUTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS ,�,r ' O� r ` ���F. 'C F� '..e: ::. ..:. ::.. : :::.. BY THE ARCHITECT AND SCDHS. LOCATION 6 O � ' ` 0 visa ::>::.; J THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND 1�O C�4 T I O N MAP NORTH $TIE , 0A. /�� `�.- \QO Pam ::' ::::.... rr,r. .'b.:..';' ":.':: '9�. UTILITIES i SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED. j , rj ,� 0 """ ""`' ':::';•. ••• "' CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE, Q� PIERS ` :::': ''.":::':;; 1' O COUNT A LOCAL I 300-0- OWTS/o � (�� /;:' N�' '� •"'••: ...... .. :' • T J• Y NO CAL SAFETY CODES. . / .: ;::::;:• , ..:'.::.:: .:: :::::r..:.,',,,::: 1 �� INSTALLER E. COMPACT AREAS DISTURBED TO 957K PROCTOR DENSITY (3L• BE LOW RAGE I • F CTSE250 SERVICE IS 1 POLY �P j/ A":::"'.::::' v 1 G 2 LIFTS.MAX.) � �. -� 1 DRAWING TITLE: XXA)) 1 OWTS INSTALLER SHALL INFORM THE ARCHITECT OF ANY OMISSIONS AND/OR DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. °� •/ ¢ i , v '.' <' ALL 18' AND 24' RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS R :::..''S''''.• .. :':.:' ."::;'. ::.';•:::;::`',..:!` �\ MANUFACTURED BY TUFF-TITE'. 51TE PLAN :c.•:: :. ' '• "' OWTS INSTALLER SHALL NOT '/ .,p•' :• ..�:.::."::.::::.�..••:.:::.�::. •:::.".•:•?ri:•` g`' •�::::�::,�:'•:l....<:................... ..... IFY SCDHS 48 HOURS PRIOR TO THE FICTION. PROPOSED SANITARY SYSTEM TEST HOLE DATA G ..•. 0 C rd `.` ,�•:;:::•::;.... :,� h �A Q• `'sty $ I APPROX. LOCATION NEW VA OWTS PER SCDHS STANDARDS y"': B ICj Q � ` ""•.. C I OF ADJACENT FOR 4 BEDROOM HOUSE MCDONALD GEOSCIENCE t: I PROPOSED WELL NEW 'FUJI-CLEAN' CEN-6 TREATMENT TANK PROVIDING JULY 19, 2022 Abandoned ``� ..'I jA WTS ` _C�' >>l°l kA DRIVEWAY �`. 450 GPD HYDRAULIC FLOW(440 GPD REQUIRED) Wen C ��TREA ENT \ �-__ _ 1 NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL 0' \ �... 18' 4 x 12'-O" DEEP) DARK BROWN �'� `'` •'�` ��\ 1 1' LOAM (OL) 'JOB: 3, BROWN SILT (ML) i �' +'+ ��```o \•`e• e• �v�' r" ,..._- SO 1 NEW RE51DENCE FIN. FL. BROWN `�L �.\ /� \\r CUFF/ANN OLSON EL +8T SILTY SAND (SM) O .. . `�` \\ 1 C ' \\'IQ LOUSE UNDER 14341 OREGON ROAD \. rate •/ c CUTCHOGUE. NY 1M35 9' SINGLE FAMILY r CONSTRUCTION DWELLING W1 O \ TOM OP SOUTHOLD PALE BROWN PUBLIC WATER ................ .......................... .... ...........-....., ��LF� \ SUFFOLK COUNTY.NY COURSE SAND (SW) "1) \ 5=8 1000-12-Z-43- .� \ NO WATER ca . \ ARCHITECT: 11' ENCOUNTERED FOUNDATION WALL ALARM � <`0 \\ FREDERICK R. WEBER \ 41 EAST MAPLE ROAD 4'�PVC SDR-35 18'0 HOPE SECURE HEAVY 18'0 HOPE SECURE HEAVY SINGLE FAMILY \ GREENLAWN. NY 11140 RISER W/LONG COVER TO GRADE W/SAFETY COVER TO GRADE W/SAFETY DWELLING W/ \. SWEEP i SCREW PLUG SCREEN BY'TUFF-TYPE' SCREEN BY'TIFF-TITE' PUBLIC WATER \ WATER SERVICE \\ 62 NOYAC PATH THREADED HUB TRAFFIC \e 4'-V BELOW "" TOP OF BSMT. t GRADE BEARING r MIN. 4 2' MAX. S GRADE (MIN.) DR WATER MILL. NY IM1l, SLAB,EL +12' GRADE SLAB GRADE CONCRETE 3 \, E' EL +1L5' El +10' CHIMNEY DEPTH O \ CLEAN 4'4 APPROVED •I-1 \•\ ., \\ S' TEL 431 194-5555 C.I. PIPE PIPE,I/4' PER FT. Ir ANHO MAN E 14'MA E \ TEST `. '�q \ s falebelarchltect gehoo.cal 4'0 APPROVED MIN.PITCH CONCRETE U� HOLE /�•� 1' O11" I' 2• PIPE,ITC PER FT. COVER O• \ \ HVENT OUSETVENT/ PROVIDE I V RT MIN. PITCH CLEAN OUT I \• SEALS ROOF 9.2 INVERT \ ,m.'' o i \ EXISTING 2'� "� \ ^ ,C -" EL K1.0' i INVERT I \, SCWA WATER \ 3�0 ♦ �G ,. 5'-5" 49 \• SERVICE 'STUB', Al \ ' 4'-5" 4-3 o I El +G1.8' O I '+" \ (BURIAL INSPECTED air \ ' r` �'0 ,r , F• a. INVERT b o i'-3' I at FOUNDATION o I 1 EL 444.1' r 1 �� \ r O� F. :14D O PROPOSED HOUSE ►+- " :r O BY SCWA,2001) J DR \ .'� �t a/ PROPOSED WELL i • .: .. �^.. .:•':...,: ••: .. r J , �,� DISTANCE OF r I I \• / t , \ \ APPROX.880' BED OF 'FUJI-CLEAN' CEN-5 BOTTOM OF TANK LEACHING I �-9 s b i V� 0� 'f STONE TANK EL �4.8 i POOL 'O Sj� ------------------ TREATMENT ...__ -- 84'-- _ .� \� tG>. \\ I (300 S.F.) . 1'-10 3/4' -O' 1 8'-0' I A 'P0�0,, -T. ;: t,I/ I ) , ;�Y VACANT \\ A a • MEET ALL S.C. DEPT.OF HEALTH SERVICES REGULATIONS. ir i3' KIN. j Sj / AO, T, % ' �1� �a►i% , i \ • MAINTAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. iCOLLAR• O I s Q SURFACE WATER APPROX.300 FROM SANITARY SYSTEM. I I , X zo �0,, 7` �i SITE N NORTH REV.: SEPT li. �072 . ALL LOTS WITHIN E N ARE IMPROVED AND SERVED BY PUBLIC WATER, i t i J�, �j� Q Q P\'1 ''�� 7 UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. I • MAINTAIN 20' SETBACK TO ANY PROPOSED SWIMMING POOL. J' F p `I• , • ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED ; i OT2O', �g I„ 3O,_0. DATE: JULY ZI. 2022 IN A 3/4' SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. ' r SCALE : I' 30' 3' (MINJ TO HIGH i e° PROPERTY OWNER: SEASONAL GROUNDWATER OF OREGON ZOZI LLC JOB NO: aIZ01ZOZ ' -------------------------- ---J / '�1° OLD '4OM w (CLIFF t ANN OLSON) 1 SITUATE: CUTCHOGUE y/ 20.24 TOWN O FNOOF COUNTY LD YORK DRAWING NO. pb �� EXISTING 2.0 SURVEY INFORMATION: BURIED SCWA JOSHUA R. WICKS P.L.S. / WATER SERVICE CENTER SURVEYED:JANUARY 28. 2022/ BY NEW YORK (BURIALSC INSPECTED SCDHSt \ W BY SCWA.2001) ELEVATIONS ARE REFERENCED TO NAVD 1468 LOT 2- MAP OF MINOR SUBDIVISION BAXTER SOUND ESTATES FILED MARCH 12. 2003- MAP NO. 10916 / OP SCDHSI SCTM>t 1000-12-02-2.3 LOT AREA: 61$16.35 SF, 1.41 ACRES HS ...............................................................................SC ....D........S..tamp......c h\NDc BUILDABLE LAND: 42,960 SF/ 'd A, ��,.'- '1 INDOORS OUTDOORS OWT CONTROL PANEL N PROVIDE(2)20 AM+ IN NEMA 4X ENCLOSURE GROUND 0 _-- r r I-POLE CIRCUIT 2 q2.tnG M LUG 1r L _-'- '- -� / BREAKERS IN HOUSi 2 A SCH 80 PVC N 4 2 3 L G n ,�••� \1PR ?" � - - ! ELECTRICAL PANEL CONDUIT �Murn v i <,a, FREDERICK lvl 1 78 DER --- / j , ¢," aiH,<nma„"ci,n<N<, v7 A ROBERT It12 qN2 .le,�N,ccstv1IItlao:,cl„",n<r ,n MONO s` - - ! 1 912G Its s„„v<cxa,"ner 97 1'!- -� I �/ 2t18 12 2t12 m A,x H,.lm, un,mr,ii:, ch„n r . WEBER 21 ( AIR t12G i12G uw,iu non rural volume 749 COMP wnrnuxv"vua DUPLEX RECEPTACLE-- I 1 r 1 ! / 1 IN LIATERPROOF WP �/�y' amsrnrr SPEciPR•AT onS /`/ �q Anaerohic 41ed,a PP.PE k'nlln¢Ilale l2°0 � / + ENCLOSURE ,+� \ ( ! I I N,vtirJ I •:1cril+ic\Icdia 1'4C''1'P l'E k111,,, Ha+c IG"" ARCHITECT mnwo. ±xe,m 'ROTECT ALL ABOVE "^ T I, `RP {0� _' I I + 1 / ! GRADE WIRING W/ 11 0 Al.LR*l '"" Pi in PYC PP'PE -gOt \, 3CH 80 PVC CONDUIT(MIN.) ` tD _ A.c,,C,.<„ plastic Ic"tIm" _ I I + ! , ! M u,,,n•.,.,"uo ro"ai cmorm<+abl<„ SINGLE LINE DIAGRAM NTs ALARM EFFLUENT PUMP „.,,",,. (COAT FLOAT .1 i _ .•�0_ - - J f 1 j ! SWTCH SUTOH rnronkvmna,r, > n PLAN VIEW VISUAL BEACON „nr nW `5p nVH, gm e•vnnrrn.n+rrr, nnvmsu„•, ,.,,r. now,+ rMnnrn„r. 7 ` ( ATTACH PANEL TO V 4"X4"P.T.POST, u,w o uavo 3'BELOW GRADE —� 15 AMP POWER FROM ELECTRICAL MAC 80RII AIR BLOWER �A EXISTING 2'4 - • - -' -"� __ '-__ _ �i �'',' + AIR COMPRESSOR O �\ yA�.p WATER SERVICE _ _ - - _ _ . / POWER LINE p u ^ O• - .' �, i' �' TO FLOAT ENCLOSURE BY r W S lQ OS,Q "STUB" ON-SITE 'SEPTIC SOLUTIONS' sl AIR LINE TO ALARM IR LINE TO ><011 ""• TREATMENT TANK �'Q• -- _ - -,'' . - ,. . _ _ -•�.,i 15 AMP POWERCQ 0 FOR COMPRESSOR 10 FROM ELECTRICAL O r, PANEL WED BASE cnnnnr+n,crem,v F-+-I ,,-' F. ELECTRICAL SUPPLY Q •_--- ••- . 0 _ 4 l FROM DWELLING F--'i yp�A\ �p�h o Dc�~J �D�A)� - '' .'' -�i�.'�.���" '' i0 _'(g?S�-'1� ; _ `, 6 2 SECTION A-A VIEW SECTION B-B VIEW F--1 �6010 \1p• /^ -9T Ap, - / ,- � .� -' ���' \; �.`\ `. i ., F BLOWER AND PANEL DETAIL NT5 'FUJI-CLEAN' CEN 5 TANK NTS 011 4/ - - �.' �" `�___ `�;�` �\ GENERAL NOTES: ON-SITE WASTEWATER TREATMENT SYSTEM (I/A) THE ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND G� -- ---`y DURING SYSTEM START UP. 0 �,0 9Oo, ��vx 10 �,-' '^ `.� �____ `� \� ` AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE w }79� SRT la � `\ MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. V 1 V )- ' ,' ' ,' `�`` `,`\ ``EjL �Bir �' THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED ' �_ ` BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. ' ' i `\ �s;Y `. �`.� \ _ i A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. O O THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH SCDHS USING C AAII 2 , DOCUMENTS PROVIDED BY THE ARCHITECT. EXISTING VAULT � r 2e°: �' � -, `. FOR WATER i 1 �`� �'`- �` ELEVATIONS VERT ELEVATIONS ARE E ESTIMATED. THE OWTS WOT IN TALLER SHALL CONFIRM METER �/\ F�o 1 ` -�._ j4'. TO CONSTRUCTION N I THE AR TEC F ANY `/ _ S. T 0 r ,7 OOO 04, 1,` -'`` '- `` DISCREPANCIES. CONFIRM INVERT ELEVATION OF SANITARY LINES AT w 1�• 6- ! , "._ .�\` ----- _„ _-'DR I POINT CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY �� Ov Q� 1 4 •J THE ARCHITECT OF ANY DISCREPANCIES. EASEMENT t •� \ � / F i `4 -�' 5��... THE HE A INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS O O, r l VF F g,:;; ,'.::•••',{'� •`'?;:;:;;:':•••., j BY THE ARCHITECT AND SCDHS. 6 O r /^ """' `' J THE OWTS INSTALLER 15 RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND LOCATION MAP NORTH STONE '�° 0� ��i � � - o, � ' ..�s,:::::;::::.:::.: ` -- �0 A�� �. ::''..:"'<" 9�- UTILITIES t SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED. PIERS 1t .� 6 y :: 0 ii'''N,.; ::.:.;;(, :,.;:"•;. ::: :: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE, I" - 300'-0' 0) o ^� i,. �P` "�' "' : .....:�' 1ti O COUNTY AND LOCAL SAFETY CODES. v ,' ':::'.? : :"; ';v::':.. OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 45% PROCTOR DENSITY WATER SERVICE IS 2'0 POLY \�%%/GJ� °• i :.....:......• �:.::; � n 0 (34' BELOW GRADE,12" LIFTS, MAX.) P :.:::':::•. :.:.: crs.250 PSI v i �....6. _:,.::.//•:�� ::.'::?`:;?'';:` `::.;':t::?:?::`'`; ::.. DRAWING TITLE: \-/ 4l �i........ OWTS INSTALLER SHALL INFORM THE ARCHITECT OF ANY OMISSIONS'AND/OR 5 ,• Q'V � t ••. �5 '.;; ��:'�::. .::'' •,,, „• �. . ...,,_,•. ..••••.••.:::. DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. .,ry'�r` .... � .::`:4V4�::.�:i:•:F.::.•:::.�:::::. •�:::',,;r+,:::�•.. 0 i DR h.. ' `.;` ` :, :,:::':::::.: (} !Z:::,, :,:j• .: 1d ALL 18" AND 24` RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS SITE PLAN ::'•:'��''.. i:\..... I MANUFACTURED BY TUFF-TITE'. D :<<:.::::. : :'::``!•::::: ;Z .:' OWTS INSTALLER � : ;:'; „ NS R SHALL NOTIFY SCDHS 48 HOURS PRIOR TO THE INSPECTION .......... � ..:::... ..:........:. . ,r;. '::.. ....r;..... a ''.::::. PROPOSED SANITARY SYSTEM TEST HOLE DATA O Pantl APPROX. LOCATION NEW I/A OWTS PER 5CDHS STANDARDS FOR 4 BEDROOM HOUSE y �" o c�J `� OF ADJACENT D A D WELL MCDONALD GEOSCIENCE ` .•�"� 1 w; ••. NEW 'FUJI-CLEAN' CEN-5 TREATMENT TANK PROVIDING JULY 19, 2022 Abendaned .`�`:1/A WTS '': 'Fl C.O. `�� of ° DRIVEWAY GRAVEL `\ 1 450'GPD HYDRAULIC FLOW (440 GPD REQUIRED) Well O .TREA ENT'•. - \• \.- NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL IS' x IT-O" DEEP) DARK BROWN NK o \;. \C•I' LOAM LOAM (OL) 9 a/bp����� \�` \ `C• , O 1 BROWN SILT (ML) 300 'JOB: S \\`0 NEW RESIDENCE 3' O e CLII=F/ANN OLSON FIN. FL. BROWN L EL +82' SILTY SAND lSM> \ \,....., O \10 \ G XP \ .1. \p`% HOUSE UNDER ) f ' 14349 OREGON ROAD 9' SINGLE FAMILY �'•••• `. Gate gL� \� CONSTRUCTION :' i CUTCHOGUE, NY 11935 DWELLING W/ u/ WELL OP�`� \ s V.i. PALE BROWN PUBLIC WATER ............................. ..........................,..... \ (•' k� 'OWN OF SOUTHOLD �'' bUFFOLK COUNTY. NY ou SE SAND (SW> �9t \ Q' SCTM# 1000-12-2-2.3 NO WATER 11' ENCOUNTERED LARCHITECT: FOUNDATION SYSTEM \ C, WALL CONTROLLER/ j �p� \ r FREDERICK R. WEBER ALARM ` \ „ 41 EAST MAPLE ROAD 4'0 PVC SDR-35 18'0 HDPE SECURE HEAVY Wilt HDPE SECURE HEAVY \ ��• 0,� i GREENLAWN. NY 11'140 RISER W/LONG COVER TO GRADE UI/SAFETY COVER TO GRADE W/SAFETY SINGLE FAMILY \ /. SWEEP I SCREW PLUG SCREEN BY`TUFF-TYPE' SCREEN BY'TUFF-TITE' DWELLING W/ �\ NEW 2' ♦ 52 NOYAC PATH PUBLIC WATER \ WATERBE SERVICE \ IN THREADED HUB TRAFFIC I' MIN. t 2' MAX. S� \ GRADE (MIN.) E WATER MILL, NY 1191L TOP OF B 12' a GRADE BEARING GRADE CONCRETE SLAB, EL +12' GRADE SLAB El +l0' CHIMNEY DEPTH O \ �` EL +11.5' TEL L31 154-5555 CLEAN 4'0 APPROVED •/6" \\ TEST � `� 0,`30 \\\ s� fweberarchltecteyahoo.com C.I. PIPE PIPE.I/4" PER FT. 18' ANHO E 'MAN OLE 24'MAN OLE 4'4 APPROVED MIN. PITCH CONCRETE 1'-O" +L2" PIPE, 1/8" PER FT. COVER Its HOLE /�•,O� .\ \ VENT THRU MIN. PITCH ` \ /o HOUSE VENT/ PROVIDE I V RT I \'\ /T9A/c�J �`. \\ S+ ?3' SEAL'- ROOF OUT \ EXISTING 2"0 3 ROOF L L9.2 INVERT I ° EL +49.0' INVERT I /X \ _CWA WATER 5'-5` El +41.8' O I 9 \ 5EKVICE `STUB", L / r INVERT 4'-5' mi-3 e ° aft 3' I at FOUNDATION o I j �<`0 \tll\ BY SCWA,2001)D \ EL +49.1' O PROPOSED HOUSE Jl r I v •s' \ 01 a/ PROPOSED WELL BOTTOM OF TANK I LEACHING3,\\ DISTANCE OF l ✓ BED OF FUJI-CLEAN" CEN-5 I I -9 POOL STONE TREATMENT TANK EL L1.8 I �` I (300 S.F.) i A 7Tt - - --------------0 `__ _---- -�S4' - ,t ; �� \,G \�Gj. \\ , T-10 3/4" 8'-O" I 8'-0" `r I 3 ti4' /1, �e� p , .\Y VACANT \ O ` \ I I V) its' O' 13' MIN.• MEET ALL S.C. DART. OF HEALTH SERVICES REGULATIONS. i JQ • MAINTAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. I COLLAR s) �O '\ • SURFACE WATER APPROX. 300' FROM SANITARY SYSTEM. I I S / R� �• �L \� '�~ o Dl . ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, Q O j Q•, �� r ' ; �\ 64� NORTH REV.: SEPT 15, 202Z UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. j I / 7 CJ" I T Q �I • MAINTAIN 20' SETBACK TO ANY PROPOSED SWIMMING POOL. I j ` �� JCS'- �' v ��` �PQ �Q�P\ ,: PLAN`l • ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED I I ,S�•, � DATE: JULY ZI, 20Z2 IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. I I ' I" = 30'-0" 3' (MIN.) TO HIGH i ` - SCALE : 1" = 30' ---------------------------- O6� O11 (CLIFF t ANN 021 LL • w202202 I OLS SEASONAL GROUNDWATER $ OROP PROPERTY 021R LC JOB NO 'ZO 2 o r W SITUATE: CUTCHOGUE TOWN OF SOUTHOLD DRAWING NO. / y SUFFOLK COUNTY, NEW YORK 1: r A � (p ,'... .�•f '•,:"4.,., Rr.+"',, I � Y INFORMATION: EXISTING 2'0 SURVEY I MATION: -I t•." "' a-' ". - ' JOSHUA R. WICKS P.L.S. i �(r� a.°.a' a �►*-, r+� x, i BURIED SCWA 'a + WATER SERVICE ! r �� 11 I I • '-,.,, �? c w�.,: 4 , � I� --'\ CENTER MORICHES, NEW YORK 1-•! - _: _ C:L [.s° •, '$}; �, km S .,.,,. , + / (BURIAL INSPECTED SURVEYED: JANUARY 28, 2022 BY SCWA,2001) ELEV F•" SCDHSI E.'�a i El- i_'; :! �) !' :. _.01� �O� // / t LOT 2- MAPOFIONS R MINOR FSUBDIV SUBDIVISION ERENCED O (,' BAXTER SOUND ESTATES �a-r FILED MARCH 12, 2003- MAP NO. 10914 .. , 5t)ili ,; ""'^ � / ` ��1"+`I���~ °C' 5CTM# 1000-12-02-2.3 OF SCDHSI SCDHS Stan CAL f,:::.i.' ` ` r j`1} LOT AREA. 41,514.35 5F, IAI ACRES tk BUILDABLE LAND: 42,950 SF JOSHUA R. WICKS P . L. S . SURVEYED BY:J.R.W. DRAWN BY:D.T.O. JOB NO.:JRW22-0043 P.O. BOX 593 S 47°06'40" E Center Moriches, N.Y. 11934 50�.30 + doshuaRWicks®gmail.com r TAX LOT 2.2 U 631-405-8108 MAP / / FIND. FWD. o » __...:�r_� 1, LINE STAKE NON. C��05/o GRAPHIC SCALE O ::`/�-- -- r, — — -- ,' — , —j-- —�-- -- -- -- -- S 5�3.650 W n` / _Il / ELEY O 1 2 3 / 2.65 r/ r ELEV. &. /1 N ^a N ti 3 SPIKE01 FND. 31°32'00" ELEV. FND 16.83 .ie' r�c.sr PIPE wAl 5u Y 4j� /�� a i �' EnlEsvr 178.8' 1� LOT 2 tot 2-M of Mirm�bdivision of ' `�' ° r r r ELEV. Baxter Sound Estates 7461 ti o rv� ! ; .. Flled'March 12, 2005 -Map No, 10916 �� I,��w '` ' ` l I STAKE �. its CCIrCNOGur, rOWN Or 50CtMot12 O 2°s' / / ,r' `A CIS ELEV. 1 1 64.99 SCI�FOCOUNfY N�WYOf ' 6E3 . � L-- -- ` - -- - - -- - ! 1 - -- -- -- -- -- CK PIEOb a MAP ! ! i Suffolk Cou* lax Map No:; �� LINE N 47°06 '40" W ' 1000-072,00-02,00-002:005 / 530.16 ' o a 00 1 f7A11%SUI?V�l'DI7; 01/2612022 � i �0l 5c&L : I"-40' � TAX LOT 1 0�� �( � S 51°44'30" W 1 LOT AREA / � d ram--'/ AIAP -- 20.00 _ INE 61,576.35 S.F. `V `/ N 47006'40" W r�EI „ �N 47006'4 " 1.41 ACRE(S) �`(�' 10 12' \4 f '� W of S 51044'30„ J 20.24 { � J 10.12' S 47006 '40" E-----L:� P Jam. 10.12' f FAKE ff � :► ; o f f Cc f o f C3 END. STAKE wFND. ® f 1 o — PM M —�� —�—^— -- -- -- -- -- -- _ --- -----..- -.- — — - - 10_1� � �--�--- -------®ASPFW.T10"AY —•-- -'- - IL q i N4 F 4'POST k RAIL FE. DS�,•N Q. WS. AbN (� . PILLAR co N 47049 '00" TV AON. Ni i • --- - --- -- --}-- - --- ---- ASPHALT DRNEWAY DI $4 4'POST�RAIL FE. - TAX LOT 2.2 a.4s �! S 47049 '00" E N 47049 '00" W 1, 128.08 ' INGRESS/EGRESS EASE�VENT - -^ --- -" -- -- •. --- ————————— ———— — —--0———————————— ——— — ———— —— — ——DRAIN - ---------- - - ---- ----- --- ---- -- - - ---- --�—'-- ASPIKT DRNEWAY DRAIN DRNN (( 4'POST R RAIL FE �i ' � S 47049 '00" E >, �48.36 g1� MAY 1 8 2023 col �P w�c0�p'� 0 GUARANTEED T0: GRAPHIC SCALE: 1 INCH = 40 FEET OF ORECON 2021 LLC 40 0 20 40 80 160 ` FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC c�N °• 051�2� SFD LAND S��J CHECKED BY: F NEW Y RK STATE EDUCATION LAW 2 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUI AND CORRECT COPIES OF THE SUPVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCOPOANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK, STATE (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICEIJSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION2. 0 E 0 ( ) RENCROACHMENTSARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR APE SHOWN, THE IMPROVEMENTS OR C---01 IATI N F PROF SSIONAL LAND SURVEYORS INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEM.NTS 0 ASSOC O 0 E I ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY ONES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS,PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (8)THIS SURVEY WAS PERFORMED WITH A iRIMBLE 58 ROBOTIC TOTAL STATION. (9) THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ptortlnos 10 um'OL jUowVedap CUtpttnfl NOTE: DEPTH BELOW GRADE (Al FOUNDATION WALL) J O S H UAWICKS P . L. S . ELECTRIC DEPTH 2'-8" SURVEYED BY:J.R.W. DRAWN BY:D.T.O. JOB NO.:JRW22-0043 WATER DEPTH 7'-5" PROPANE DEPTH 2'-5" P.O. BOX 593 S 47°06'40" �,'' Center Moriches, N.Y. 11934 501.30 ' JoshuaRWicks®gmail.com TAX LOT 2.2 Uc.,�, #631-405-8108 _ MAP_=-- --_—__ / —_ —_ _ FND• S 5> 23'30 W O01/�z5 GRAPHIC SCALE O -- -- 1 — -- -- --�� LINE_-- ./o 3 » O 1 2 3 / �' / 60� N C� __,"� 4.40 .� - wGAS SERVICE E . T-_- 1,000 GN1AN 6�' /3.V 5' 3CE E —E —E —E -•�4 -� t�R�) SPIK ELE�5��F S 31032'00" W o .' GRAVEL GRAVEL DRNEWAY q DRVEWAY o��. _ >6.83' W/OLOCK CURB,. F_l o• PIPE 5C pvff or ppopffTy /r��P §k 9 �� � D ;• ,,75'rrrlll\ _ ' �t Got 2-Map d Minor Subdivision of LOT 2 Baxter Sound Estates riled r Mazh 12, 2003 -Map No, 10916 �Q!, 77 m p•,nrn124.5 u/r!1f M.RET.WALL � �y1• O23' \°• /SSIEAKE hj 5I111f11� / / ELEV ,� ^ altzmow from or�a�n �° you ELEV," T. V ' 2s 6 / , �, l obi se.5o DOM rm ' •\ f f� Dime sCWA WATER SUFrO�KCOUNIY NrWYO1 � — -- r— -- --T--- —SET�- -- ' ------ --�—E —�— E.N�E P- — ---- -- -- `-- ---MAP TAKE �`"�Suffok Cam fox Mp No,; SET 3r LINE ry 1000-072,00-02,00-002,005 N 47006'40" W 530.16' PAT 5UI,'VI Y> f): 01/2812022 M� �f 5Llf?V�Y FIN&: 04/01/2024 /� � � 5CAI,F: 1''-40' TAX LOT 1 a� LOT AREA / S 51°44'30" W f 61,576.35 S.F. MAP --20.00'— — INE 1.41 ACRE(S) N 47°06'40" W, �PEr N 47*06 '40" W 10.12' S 511-44 0 230 W_�J 20.24' S 47°06'40" E �STAKE q)?IDCE 10.12'Z ! I r - ANC -N r , I Co CD 1 o o •• � Q; I I r t STAKE FND _�, ---_._-------- DRAIN -----------------�--_— 10_14J* AIAS R `QCO ® I I ASPK41T DRIVEWAY � 4 1 � '�l O Cl) I � O1 4'POST 8 RAIL FE 08N ION: PIUUA (o ` I N 47049 '00" W I O ION. ~ N -- ----------- I DI TAX LOT 2.2 354-S 4 POST RAIL ff- h S 47049 '00" E N 47049 '00" W 1, 128.08 ' INGRESS/EGRESS EASEMENT s --0-- a-- --- — ---ASPHALTDRNEWAY --�N ---- ----_.------�-- �N -----------_.---_------- DRAIN -----------------_.--------�------_.---r. �—_ 4•PDST&RAIL 1 E hCJ S 47°49 '00" E SUFFOLK COUNTY DEPARTV7ENT OF HEALTH SERVICES 1, 148.36 ' APPROVAL OF CONSTRUCTED kA.10RKS FOR ASINGLE FAMILY RESIDENCE Date_- 7/3124 H.S. (ref No.---- R-22-1437 NEw The sewage disposal and water supply facilities at this location have been R. inspected and/or cerlified by this Department or other agenc;es and found o GUARANTEED T0: to be satisfactory FORA ti�Axl�."JP�1 OF 4 =Doo� s. '�^GRAPHIC SCALE: 1 INCH = 40 FEET - OF OREGON 2021 LLC 40 0 20 40 80 160 �^�� �•FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC717777 CRdOiG EaEPf'ER, P.E., CHIEFo• 05102� O� i Offi€ . of Wastewater management � LAND CHECKED BY. C (1) UNAUTHOR12ED ALTERATION OR ADDITION TO THIS SUPVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THEN WT N IN IN ITUTI N i TED N THIS BOUNDARY SURVEY MAP. 4 THE CERTIFICATION HER IN AR R NE YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO HE LE D G ST 0 LS 0 ( ) S E E NOT T A SFERABLE. (5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANYUNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN THE IMPP.OVEMENT R S 0ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURCS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDRIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (B) THIS SURVEY WAS PERFORMED WITH A TRiMBLE S8 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. Generated by REScheck-Web Software Compliance Certificate Project 14349 Oregon Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,131 ft2 Glazing Area 17% Climate zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 14349 Oregon Road Ed Burger Fred Weber Cutchogue, NY 11935 631-734-5217 631-754-5555 burgerconstruct@aol.com fweberarchitect@yahoo.com Compliance: Passes using UA trade-off Compliance: 8.7%Better Than Code Maximum UA: 657 Your UA: 600 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Hotroof:Cathedral Ceiling 2,700 39.0 0.0 0.027 0.026 73 I 70 Above Grade Walls:Wood Frame, 16"o.c. 4,147 27.0 0.0 0.051 0.060 174 205 Above Grade Windows:Vinyl Frame 731 0.320 0.320 234 234 SHGC: 0.40 Garage Wall:Wood Frame, 16"o.c. 264 21.0 0.0 0.057 0.060 13 14 Garage Door:Solid Door(under 50%glazing) 38 0.200 0.320 8 12 Basement Wall:Solid Concrete or Masonry Wall height: 9.0' 1,922 0.0 14.0 0.047 0.059• 89 ill Depth below grade: 8.0' Insulation depth:9.0' Basement Door:Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Window:Vinyl Frame 16 0.320 0.320 5 5 SHGC: 0.40 Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 11/11/2022 Name-Title Signature 61 Date Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified. ; Field Verified Pre_Inspection/Plan.Review Complies? ., Comments/Assumptions &'Req.ID •Value. „ Value; , 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate '❑Does Not [PR1]1 !energy code compliance for the U ;building envelope.Thermal _' "" ` ' ❑Not Observable envelope represented on r, .` .'z,a M❑Not Applicable ; construction documents. U4. 103.1, ;Construction drawings and ;r'❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 Nighting and mechanical systems. ❑Not Observable U :Systems serving multiple i ; ❑Not Applicable ;dwelling units must demonstrate . ;. :compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based : Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA : Cooling Cooling: �j Manual J or other methods Btu/hr Btu/hr ❑Not Observable ` approved by the code official. : ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 3 of10 Section: PI'ans,Verified Rield,Verified,.: # Foundation.Inspection Gorn Iles2.. ;;CommentslAssumptions Value, Value : iieq.ID` F r 402.1.1 ;Conditioned basement wall ; R- R- ;❑Complies ;See the Envelope Assemblies x [F04]1 insulation R-value.Where interior :❑Does Not ;table for values. insulation is used,verification R- R- C ❑Not Observable ;may need to occur during I , Insulation Inspection. Not ! ;❑Not Applicable I I 1 ;required in warm-humid locations; iin Climate Zone 3. 303.2 ;Conditioned basement wall r;°,:; :' ;�❑Complies ;Requirement will be met. [F05]1 insulation installed per :� r"; 4aRw"` r'�y °: ''`4 `' ' ` []Does Not manufacturer's instructions. (J ,-r' ❑Not Observable ; ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not ;table for values. distance from top of wall. (0 ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed "' ,.f�.,,'r'�+���}t�'.n-�i�,�di'.`�..i�9i«;`-Y;:r:xk'a fie.^�,`t,'".�.`r a1';3'j�� Y, ,��� ���;„_.�a�.> �,�µ::�;:,Ga,.�,,,�;�.•,��a,❑Complies ;Exception:Requirement is not applicable. (F011]z to protect exposed exterior ' ;`- -, ❑Does Not PP 'insulation and extends a []Not Observable minimum of 6 in,below grade. ; ❑Not Applicable I 403.9 Snow-and ice-melting system s❑Complies ;,Exception: Requirement is [F01,21z; controls installed. ❑Does Not not applicable. Ll -� ❑Not Observable ❑Not Applicable ' Additional Comments/Assumptions: 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3u Low impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 4 of10 Section Plans Verified: Field Verified # Framing,:/Rough-In lnsp ection 5°Value ''.; ti._ Value,', Complies?. Comments/Assumptions;''., 402.1.1, ;Door U-factor. U- U- .❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not 1 table for values. [FR1]1 U :❑Not Observable ; ❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted 1 U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑DoeSNot .table for values. 402.3.3, ; 402.5 ; UNot Observable [FR2]1 :❑Not Applicable 1 1 ; 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance []Does Not ;with the NFRC test procedure or ;taken from the default table. [-]Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier .' ;. y=° '><:;x=: ' s❑Com lies :Requirement will be met. IFR2311 installed per manufacturer's 111Not ❑Does Not instructions. ❑Not Observable Applicable 402.4.3 ;Fenestration that is not site built ❑Complies i Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA or has infDltrationA rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. , [FR16]2 sealed at housing/interior finish El Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa, ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics -• ❑Complies ;Requirement will be met. [FR12]1 :insulated >=R-8 where duct is _ .;;❑Does Not 1 >=3 inches in diameter and >= ® .R-6 where< 3 inches.Supply and >. ❑Not Observable return ducts in other portions of ❑Not Applicable :the building insulated>= R-6 for .diameter>= 3 inches and R-4.2 :for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies :Requirement will be met. [FR13]1 :boxes are sealed with ❑Does Not :joints/seams compliant with International Mechanical Code or °'::.: []Not Observable International Residential Code,as ❑Not Applicable ; :applicable. 403.3.5 Building cavities are not used as ❑Complies :Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- . R- ;❑Complies ;Requirement will be met. [FR17]2• above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to zR- A' 3 :❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ; l� ❑Not Observable '"� •,:: "•;°l ❑Not Applicable 403.5.3 }Hot water pipes are insulated to R R- ;❑Complies ;,Requirement will be met. (FRI f>_R-3. : i ;❑Does Not ❑Not Observable :❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 5 of10 Section " ' Plans-Verified -Field Verified # Framing;`I Rough4n inspection "Complies? CommentsLA"ssumptions & Req:ID = Value. Value- _ 403.6 -;Automatic or gravity dampers are ``= ❑Complies ;Requirement will be met. [FR19]2 l installed on all outdoor air ❑Does Not ;intakes and exhausts. A5❑Not Observable []Not Applicable Additional Comments/Assumptions: r I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 6 of10 r =Section = plans Verified ' • Field Verified # Insulation Inspection, Complies? Comments/Assumptions. &"Req:ID Value? Value; 303.1 ;All installed insulation is labeled �,'.r• '•:.` i:'`- `'r=:,`` [_❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. L�J ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;[:]Complies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the ❑ Wood ;❑ Wood I❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable ; [IN3]1 ;exterior,the exterior insulation U requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per - OComplies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ; ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 7 of10 Section Plans Verified '`,. ,Field Verified, µ _';. # Final'lnspection•Provisloies Cotnplses Comments/Assumptio'ns ; Value` l�alue;' 402.1.1, ,Ceiling insulation R-value. R- y R- ❑Complies ;See the Env }elope Assemblies 402.2:1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel :[-]Not Observable 402.2.6 [Fill' ; ; ; ,❑Not Applicable ; 303.1.1.1,;Ceiling insulation Installed per ❑Complies :Requirement will be met. 303.2 imanufacturer's instructions. ;..,_ ,F`:a.ti.'r4r,'r. , "".,fi,u,❑Does Not ; [FI2]1 :,Blown insulation marked every 300 ft2. e' ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met. [F[22]? insulation include baffle adjacent $ ❑Does Not to soffit and eave vents that i -]Not Observable ' extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R ; R- ;[]Complies Requirement will be met. [FI311 :insulation aR-value of the :❑Does Not ;adjacent assembly. ;❑Not Observable ;[:]Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies !Requirement will be met. [FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a T❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; ;w.g.across the system including ;the manufacturer's air handler ; ; :enclosure if installed at time of : ;test. Postconstruction test:Total ;leakage measured with a ; ;pressure differential of 0.1 inch ;w.g.across the entire system ; :including the manufacturer's air :handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. I [FI4]1 :cfm/100 ft2 across the system or ft2 ftz ;❑Does Not <=3 cfm/100 ft2 without air, ; ;handler @ 25 Pa. For rough-in ; ; ❑Not Observable :tests,verification may need to I ;❑Not Applicable ; ;occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated "'• "' "' "" ❑Complies Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable *= ❑Not Applicable 403.1.1" . Programmable thermostats ❑Complies ;Requirement will be met. [Fl9]2 installed for control of primary x' j ''";:`.❑Does Not Iheating and cooling systems and ❑Not Observable ; initially set by manufacturer to code specifications. ❑Not Applicable ; 403.1.2.- Heat pump thermostat installed ;.1❑Complies !Exception: Requirement is [FI10]z'; $$on heat pumps. ❑Does Not :not applicable. ❑Not Observable r4 P `J`; „;} v:.v,' .•,;. "':_ ❑Not Applicable 403.5.1 ;Circulating service hot water ra' " . '' -' :❑Complies ;Requirement will be met. [FI11]2 ;systems have automatic or ❑Does Not laccessible manual controls. ❑Not Observable ,}❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 8 of10 Se Wori Plans V,erifietl Field.Verifieii '„ Final In`spectioiesl?rovisions. Como les. . Coinntents/Assumptions:; " ,Value:' .: VAIUe 403.6.1AII mechanical ventilation system ;;�;',m;�'„>, ; ;!,F ., ,f;: _:` , `h=- Ell Complies ;'Requirement will be met. [F125]2 fans not part of tested and listed ;:: ❑Does Not HVAC equipment meet efficacy and air flow limits per Table `][]Not Observable R403.6.1. ❑Not Applicable ;, 403.2; ` ' Hot water boilers supplying heat r �' ❑Complies ;Requirement will be met. (FI26]2 through one-or two-pipe heating :_- -=', . ;. ❑Does Not i�systems have outdoor setback ❑Not Observable icontrol to lower boiler water temperature based on outdoor �'"' .r .,n` `: ❑Not Applicable temperature. ; 403.5.1.1 Heated water circulation systems ` ' ❑Complies ;Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not r. system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are not present. Controls for r ryr'";.tea;;'t. j�;;xf .,;' `�'': ;"7 ,<,•V`.k circulating hot water system pumps start the pump with signal far hot water demand within the Joccupancy. Controls 3 automatically turn off the pump ; when water is in circulation loop $ is at set-point temperature and Lq no demand for hot water exists. 403.5.1.2 }Electric heat trace systems 5;'==';, ':r i- ¢ ';^' "'" ' ^': °❑Complies ;Exception: Requirement is [FI29]2 °comply with IEEE 515.1 or UL �" ❑Does Not not applicable. )515. Controls automatically ❑Not Observable ; adjust the energy input to the heat tracing to maintain the p. Not Applicable ; desired water temperature in the 1piping. I 403.5.2 €Demand recirculation water ` ,..` :'• 4.yY+':•:JF': "_` '❑Complies ;Requirement will be met. [F130]2 lsystems have controls that r:� 'r _`_ tr'.• ;- "'? + x-; r `' Does Not manage operation of the pump "'";'`w._ F ❑ and limit the temperature of the ❑Not Observable I water entering the cold water ❑Not Applicable ; piping to<= 104°F• 403,5:4:.; Drain water heat recovery units n..; ..:f:`';,; ;:4•': :.;:.' ;: :x ❑Complies ;Exception: Requirement is (FI31]2' tested in accordance with CSA li ❑Does Not :not applicable. i B55.1.Potable water-side (-'�` ' n` 1 3 pressure loss of drain water heat ❑Not Observable ; P : : ❑NotA licable recovery units<3 psi for .<.,:,� s:x, '==r, �.:. ,.:._.,: ,., F . PP individual units connected to one ; or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for 'individual units connected to three or more showers. _ _ I 404.1 ;90%or more of permanent ❑Complies ;Requirement will be-met. [F1611 fixtures have high efficacy lamps. i'❑Does Not ❑Not Observable ; El Not Applicable ' 404.1.1- ; Fuel gas lighting systems have ❑Complies ;Requirement will be met. [17I2313 no continuous pilot light. ❑Does Not []Not Observable " ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. 2 [F17].,, ❑Does Not j •� ' � ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 9 of10 Section Plan's Verified' .Field Verified " } #. 'Final Inspection Provisions Complies? - Comments/Assumptions & Req:ID Value Value 303.3 Manufacturer manuals for �i•:❑Complies ;Requirement will be met. [Fi18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable '3❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 ,3 1 Low Impact(Tier 3) Project Title: 14349 Oregon Road Report date: 11/11/22 Data filename: Page 10 of10 2018 IECC Energy ,Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling/ Roof 39.00 Ductwork(unconditioned spaces): Glass & Door Rating • Window 0.32 0.40 Door 0.20 CoolingHeating & Heating System: Cooling System: Water Heater• Name: Date: Comments GENERAL NOTES REV:O THE FOLLOWING IS TO BE PROVIDED BY THE PURCHASER AND/OR CONTRACTOR UNLESS OTHERWISE SPECIFIED. 1) ELEVATOR TO BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 PART 5.3 AND ALL LOCAL CODES. 2) ELECTRICAL REQUIREMENTS ARE BY OTHERS AS FOLLOWS: SAFETY SWITCH EXAMPLE: "SQUARE D" -- CAT# D-322N OR H-322N —3 POLE DISCONNECT SWITCH —230 VAC (SEE CHART) CIRCUIT 1 PHASE FUSED WITH (SEE CHART) DUAL ELEMENT TIME DELAY (EX. RK1, RK5, J. CC) CLASS FUSE WITH GROUND AND NEUTRAL TO BE INSTALLED IN A LOCKABLE FUSED DISCONNECT. (DEDICATED CIRCUIT) (208 VOLT 1 PHASE REQUIRES A BUCK BOOST TRANSFORMER) —120 VAC 15 AMP CIRCUIT 1 PHASE WITH 15 AMP PROTECTION. (DEDICATED CIRCUIT) 3) IT IS RECOMMENDED FOR A MINIMUM OF ONE HOISTWAY DOOR, ENTRANCE, AND ASSOCIATED FRAMING TO BE LEFT UNFINISHED UNTIL THE ELEVATOR IS SET IN PLACE. CHECK WITH LOCAL DEALER FOR PREFERENCE. 4) HOISTWAY MUST BE PLUMB WITHIN 1/8 INCH PER 10 FT OF HEIGHT AND SQUARE AT ANY POINT WITHIN 1/4 INCH BASED ON DIFFERENCE IN DIAGONAL MEASUREMENTS. 5) MACHINERY SPACE, MACHINE ROOM, CONTROL SPACE, OR CONTROL ROOM MUST BE PROVIDED FOR THE OPERATING EQUIPMENT THAT MEETS N.E.C. CLEAR SPACE REQUIREMENTS AND ALL LOCAL CODES. IT MUST HAVE A LIGHT AND A CONVENIENCE OUTLET. TEMPERATURE IN HOISTWAY AND EQUIPMENT AREA TO BE MAINTAINED BETWEEN 60-110' F AND RELATIVE HUMIDITY SHOULD NOT EXCEED 95%. 6) CODE REQUIRES A TELEPHONE CONNECTION TO THE ELEVATOR CAR THEREFORE, A PHONE LINE MUST BE INSTALLED IN THE MACHINERY SPACE, MACHINE ROOM, CONTROL SPACE, OR CONTROL ROOM PER NATIONAL AND LOCAL CODES. 7) ALL HOISTWAY DOORS REQUIRE AN INTERLOCK, DOOR HANDLE, AND LATCH SET. NOTE:A buildout/spaceguard on the door may be needed to meet required clearances. 8) ANY ALTERATIONS TO THE EQUIPMENT WITHOUT WRITTEN AUTHORIZATION BY FOX VALLEY ELEVATOR WILL VOID ALL WARRANTIES. 9) STRUCTURE MUST BE CAPABLE OF SUPPORTING THE APPROPRIATE LOADS. LOCAL ENGINEERING SUPPORT IS RECOMMENDED. 10) WHEN USED, CONCRETE MUST BE A MINIMUM OF 4" THICK 3500 PSI. General Specifications Series: Excelevator 8 Ib.T-Rail Speed:Nominal 40 ft/min(0.20 m/s) Rated Load(Capacity): 1'000db/453.6 kg Logic: STANDARD Motor: 3 HP STARTING AMPS:50 FLA: 18 LRA: 50, Controller: 230V 1 PH AC 60 HZAMP:19.7 Size_24"x 18"x 8" Circuit: 30 AMP Fuse:25 AMP Cab Light Circuit:120V 15 AMP Oil Line Pipe:3/4"Schedule 80 Shut Off Valve Pressure Rating: 1265 psi/87.2 bar Maximum Working Pressure:740 psi/51 bar 8.45 GPM 132 LPM Cable:(2)3/8"849 Traction Steel, Cab Emergency Light/Alarm Bell: Standard Gate Weight: 52 lbs. ( ) FOX VALLEY +720 North Ballard Road Hoistway Door Interlocks EMI-1 LH 3 R_H Travel(in): 246 Aone:80-238.87+ Phone:600-238.8739 Cab Size: DA(57 3/4")AB(41 1/4")HT.(T-0") #of Stops: 4 Cab Model: Estate-Oak Manual Gate(s) ELEVATOK Jack Specifications ors ELEVATOR CONTRACTOR: ACCESS ELEV. Outer,diameter of the piston 80mm/3.15in JOB NAME: OLSON RES. JORDER 181584 Piston wa II thickness 7.5mm/.295in. Outer diameter of the cylinder 101.6mm/4in HYDRAULIC ELEVATOR Cylinder wall thickness 3.6mm/.142in NOTES &SPECIFICATIONS Cylinder head outer diameter 150mm/5.91in DRAWN BY: DATE: SIGNATURE OF APPROVAL IDWG.NO. Head thickness 20mm/.787in PJS 191181231 C-003038 REV:E DOOR SPACE GUARD REQUIRED TO COMPLY WITH ASME A17.1-2019 SECTIONS 5.3.1.8.2 AND 5.3.1.9.3(b): CONTACT LOCAL CODE AUTHORITY FOR SPACE GUARD SIZE REQUIREMENTS. DIMENSIONS ARE IDENTICAL PER SIDE UNLESS NOTED. FINISHED HOISTWAY 60 1/4" 1 1/4" (57 3/4") O.D. 1 1/4" 30" C/L RAIL 1—13 3/4" 13 3/4" 5 3/4" RECESS 4 1/2" 8 13 1/4" D A 111Y1S.LJL'D I I 1 1 Ji HOISTWAY ' ' ; 54 3/4" I.D. 56" CA I I 31 1/4" (41 1/4") I 1 I 39 1/4" 4- III CLEAR GATE HOISTWAY O.D. I I i I.D. GATE s C►.eSIM OPENING DOOR TO IR 8°FDM � 35 5/8" 36„ I I SPACE GUARD I I (BY OTHERS) I I I 1 1 4-PAIL I I c B ' 5 3/4" c17' G 1/4" 6 3/4" 9 8, 1, 2 EMI INTERLOCK UNISTRUT RECOMMENDED HALL C.O.P. LOCATION STATION LOCATION E.M.I. IV NOTE 3 • a 91r ,726 North Ballard Road F OX� VA L L EY hone:on,W3 54911 8.873 Phone:660.236-8739 • ELEVATO-K 1 3/4 ELEVATOR CONTRACTOR: ACCESS ELEV. 1) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB JOB NAME: OLSON RES. ORDER NUMBER:18158 AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CODE. EXCELEVATOR SERIES 2) FINISHED HOISTWAY = HYDRAULIC ELEVATOR ROUGH FRAMING + DRYWALL + PLASTER + PAINT. ABR DCR OPENING W1 ACCORDION GATE 3) 2 7/8" MINIMUM WIDTH REQUIRED TO MOUNT LOCK TO JAMB. DRAWN BY: DATE: SIGNATURE OF APPROVAL DING.NO. PJS 1013123 C-002886 ESTATE IREV:C B c 00 00 o® e —j FOX VALLEY 1726 one 8 0 238-rth Ballard 9 ELEVATOIZ ELEVATOR CONTRACTOR: ACCESS ELEV. JOB NAME: OLSON RES. ORDER NUMBER:181584 PHONE BOX LOCATION DRAWN BY: DATE: SIGNATURE OF APPROVAL IDWG.NO. PJS 10/3/23 C-002018 REV:E D A I I I I MINIMUM FINISHED HOISTWAY CEILING HEIGHT I (8 0 ) I I I I -- 4TH FLOOR 124 ° 3RD FLOOR TOTAL TRAVEL 20'-6° FLOOR TO FLOOR DIMENSIONS (246°) MUST BE NOTED ON DRAWING. 44° 2ND FLOOR 1) MINIMUM TRAVEL ALLOWED BETWEEN STOPS IS 18" FOR WINDING DRUM ELEVATORS AND 14" FOR HYDRAULIC ELEVATORS. 2) HYDRAULIC ELEVATORS WITH SCREW DRIVE GATE OPERATOR REQUIRE A MINIMUM OF 14" OF OVERHEAD. 3) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB 7'-01 77 AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CODE. I.D. 4) FINISHED HOISTWAY = ROUGH FRAMING + DRYWALL + PLASTER + PAINT. ' d Appton iST FLOOR FOX VALLEY Ph..:808-3&8739 13° ELEVATOK PIT DEPTH ELEVATOR CONTRACTOR: ACCESS ELEV. •ELEVATOR MODEL MINIMUM CAB HT. MAXIMUM CAB HT. JOB NAME: OLSON RES. ORDER 181584 EXCELEVATOR 6-9' EXCELEVATOR, RMR, PACA-LIFT EXCELEVATOR RMR U-T PACA-RYDE, &CUSTOM LIFT 500 LB. PACA LIFT 9-W $°-O" 4 STOP ELEVATION VIEW PACA-RYDE' 9-10, DRAWN BY:I DATE: I SIGNATURE OF APPROVAL DWG.NO. CUSTOM-LIFT 500 LB. U-61 PJS 191131231 C-003018 REV:O 29' [8839.201 T-5' [1651.001 27 1/2" D.B.G. RAIL BRACKET 15' 9/16' x 1 1/4' 11 3/8' 1381.001 [14.29 x 31.75] 4X 23' [7010.40] l 22 3/4'___� 30' [577.85] 32 1/2' [762.00] 8' [825.50] 36 1/2' [2438.40] [927.10] TYP. TOP VIEW OF PEDESTAL BASE 4 1/2' [114.30] 0 T- e --G-Ell 0 29'-5' [4515' 01 o [8966.20] 10 13/16' RAIL BRACKET [275.431 SSE NOTE #5 8' PISTON [2438.40] " PROJECTION TYP. NOTE: T CYLALL DIMENSIONS ARE IN INCHES. [2133.60] LENGTH E>IMENSIONS IN [7 ARE MM. RETRACTED *BOTTOM RAIL BRACY-ET CAN BE MOVED JACK IF NEEDED WITHIN THE RANGE NOTED* BRACKET 8. NOTES: [2438.40] 1.EACH RAIL SECTION SHALL HAVE A MINIMUM OF ONE RAIL BRACKET. 2.SPACING CANNOT BE GREATER THAN W-0"BETWEEN RAIL BRACKETS. 3.13RACKET LOCATION MUST BE NO CLOSER THAN 8"TO A RAIL SPLICE. 4.JACK$PEDESTAL BRACKETS ARE NOT FASTENED TO RAIL WALL. 5.RAIL BRACKET HEIGHTS MAY CHANGE DEPENDING ON FINAL HEIGHT OF JACK AND PEDESTAL BRACKETS. PEDESTAL HT. S.SEE DRAWING C-003071 FOR RAIL AND PIT FLOOR REACTIONS. 24• 7 y FOX VALLEY 7726 North Ballard Road Appleton,W154911 � - Phone:600d3"739 �� � • PEDESTAL TM PEDESTAL BASE BRACKET L E V TO R ELEVATOR CONTRACTOR: ACCESS ELEV. JOB NAME: OLSON RES. JORDER NUMBER:18158 EXCELEVATOR RAIL LAYOUT&JACK CALCULATIONS MOTE: RAIL LENGTH = PIT DEPTH + TRAVEL + OVERHEAD - 2" DRAWN BY: DATE: SIGNATURE OF APPROVAL DWG.NO. PJS 191131231 C"00'[�� REV:B MAXIMUM LIVE(STATIC)LOAD=1000 Ibf MAXIMUM DEAD(STATIC)LOAD=1050 Ibf(SEE NOTE#3) MAXIMUM TOTAL(STATIC) LOAD=2050 Ibf MAXIMUM SHEAR(STATIC)PER BRACKET=1025 Ibf (257 Ibf PER FASTENER) MAXIMUM TENSION (STATIC)PER BRACKET= 756 Ibf(189 Ibf PER FASTENER) 1044 lbf 756 Ibf - --------- SIDE VIEW OF RAIL BRACKET 756 Ibf (3.36 kN) MAX TENSION 69 1/2" [1765.30] " 1025 Ibf (4.56 kN) SLING 96 MAX SHEAR GUIDE [2438.40] WHEEL NOTES: SPACING 1.FASTENERS BY OTHERS. 2.FILL ALL ANCHOR POINTS. 3.DEAD LOAD OF ELEVATOR INCLUDES SLING,CAB,FLOORING GATE(S),ETC.AND ALL PERMANENT FIXTURES. 4.IT IS THE RESPONSIBILITY OF THE INSTALLER/CONTRACTOR OR ENGINEER TO DESIGN AND SPECIFY STRUCTURAL SUPPORTS. 5.ALL CONSTRUCTION TO BE IN COMPLIANCE WITH LOCAL CODES. 1044 Ibf 6.MAXIMUM RAIL BRACKET TENSION/SHEAR MOVES UP AND DOWN SUPPORT WALL A T 40 FEET PER MINUTE. 7.GUIDE RAIL SUPPORT WALL CANNOT EXCEED 118"OF TOTAL 2050 1bf DEFLECTION AT POINT OF SUPPORT.(PER ASME A17.1 2.23.5.2) (BUFFER SPRINGS ARE PROVIDED WHEN PR DEPTH IS 17" OR GREATER) 756 Ibf - --------- BUFFER SPRING L❑CATI❑N NOTE: EXCELEVAT❑R ALL DIMENSIONS ARE IN INCHES. DIMENSIONS IN []ARE MM. RAILBRACKET ls' 12 3/8' 9/16" x 1 1/4' n 3/8' [381.001 I [74.29 x 31.751 4X [288.93J� L 6' o�o o�olI 22 3/4-� 8 1/4' 6' 30' [577.851 32 1/2' [762.00] [825•50] 361/2• Impact Load Per Spring(PerASMEA17.1 823.2) [927.10] 1/2 Weight of Dead and Live Load 30251bs TOP VIEW OF RAIL LEVELING PLATE(0218022) Maxiumum Stroke of Buffer Spring 2.71in 0.226 ft 41/2' Impact 21481bs [114.30] — —° ji 1 7 3/4' FOX VALLEY 1726 North Ballard Road 2 Appleton,M0 54911 Phone:800-23&W39 BASE PLATE M TOP VIEW OF PEDESTAL BASE(114) 143 in ELEVATOR H I ELEVATOR CONTRACTOR: ACCESS ELEV. ilr==7- If M-- ° JOB NAME: OLSON RES. ORDER 181584 ° EXCELEVATOR-SERIES T-RAIL RAIL AND PIT FLOOR REACTIONS fl.604 in (MALE SIDE) PEDESTAL BASE 1.598 in2(FEMALE SIDE) 180 in2 DRAWN BY: DATE: SIGNATURE OF APPROVAL DWG.NO. PJS 9/13123 C-003071 13 3/4" 13 3/4" REV:D 37" 1s 1/2" i C/L RAIL (4) 1 3/4" x 9 1/2" LAMINATED VENEER LUMBER (LVL) HEIGHT OF HOISTWAY IS USED TO ANCHOR RAIL BRACKETS "a PIT DEPTH a•, ea n •'•a (SEE CHART) _ ..e •.ed a .1 . d e• e G o STANDARD PIT DEPTH ELEVATOR MODEL STANDARD WfTH BUFFER SPRING EXCELEVATOR 10" 17" EXCELEVATOR RMR 10" 17" EXCELEVATOR MRL 10" 17" PACA-RYDE s" 15" FOX VALLEY 1726 North Ballard Road PACA-LIFT 8" 19, honle:'on 800-23-8739 PACA-GLIDE 8" 15" TOff t PLEASE CONTACT FOX VALLEY ELEVATOR FOR MINIMUM PIT DEPTHI ELEVA STANDARD PITDEPTH IS BASED ON MAXINA/MFLOOR THICKNESS OF 1314- _____...__w __ ELEVATOR CONTRACTOR: ACCESS ELEV. NOTE: JOB NAME: OLSON RES. JORDER NUMBER:18158 THIS DRAWING DEPICTS SAMPLE CONSTRUCTION ONLY. UNIVERSAL RAIL BACKING IT IS THE RESPONSIBILITY OF THE INSTALLER, FOR PACA&EXCELEVATOR CONTRACTOR, OR ENGINEER TO DESIGN AND SPECIFY SERIES ELEVATORS STRUCTURAL SUPPORTS. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH LOCAL CODES. DRAWN BY: DATE: SIGNATURE OF APPROVAL DWG.NO. PJS 19/131231 1 C-003015 EECO TANK REV:F STANDARD LAYOUT CONTROLLER MOUNTED ABOVE AND FLUSH WITH FRONT OF PUMP o TANK 30' ®° — — CONTROLLER NOTE 3 TANK ' O BUILDOUT 36' 0 NOTE 2 I I 3E: I 220 V.DISCONNECT NOTE 3 I 0 110 V.DISCONNECT 36' NOTE 2 O 000 CONTROLLER 220 V.DISCONNECT LIGHT SWITCH 110 V.DISCONNECT LIGHT SWITCH CONTROLLER TANK 16"DEEP 8"DEEP SURFACE MOUNT 1-18 5/8"-1 ® 29 3/4" e 24 1/2" NOTES: 28 1/4" -I 1. LOCAL, STATE, & NATIONAL CODES MUST ALWAYS BE FOLLOWED. 2. 36" MINIMUM CLEARANCE IN FRONT OF CONTROLLER PANEL REQUIRED PER N.E.C. 17�> 26 North Ballard Road 3. 30 MINIMUM WIDTH OR THE WIDTH OF THE EQUIPMENTFOX ALLE Appleton,N5011 REQUIRED PER N.E.C. Phone:800.238-8739 4. THE HEIGHT OF THE WORKING SPACE IN FRONT OF THE EQUIPMENT MUST NOT BE LESS THAN 78" MEASURED FROM ELEVATOff HE GRADE, FLOOR, PLATFORM, OR THE EQUIPMENT HEIGHT, WHICHEVER IS GREATER. . 5. A LOCKABLE SERVICE DISCONNECT MUST BE PLACED WITHIN ELEVATOR CONTRACTOR: ACCESS ELEV. SIGHT OF THE CONTROLLER AND MUST BE EASILY ACCESSIBLE JOB NAME: OLSON RES. ORDER NUMBER:18158 IN CASE OF AN EMERGENCY. 6. MACHINE ROOM MUST CONTAIN A CONVENIENCE OUTLET AND LIGHT WITH SWITCH. HYDRAULIC ELEVATOR 7. TEMPERATURE IN HOISTWAY AND MACHINE ROOM TO BE TYPICAL MACHINE ROOM LAYOUT MAINTAINED BETWEEN 60-110* F AND RELATIVE HUMIDITY SHOULD NOT EXCEED 95%. DRAWN BY: DATE: SIGNATURE OF APPROVAL DWG.NO. 8. TANK REQUIRES OIL TYPE AW-32, AMOUNT 20 GAL. PJS 191131231 1 C-003021 BUILDING PLANNING R318.1.1 Quality marl.Lumber and plywood required to monument,pole or other sign or means shall be used to iden- be pressure-preservative treated in accordance with Sec- tify the structure.Address identification shall be maintained. tion R318.1 shall bear the quality mark of an approved inspection agency that maintains continuing supervision, testing and inspection over the quality of the product and SECTION R320 that has been approved by an accreditation body that com- ACCESSIBILITY plies with the requirements of the American Lumber Stan- dard Committee treated wood program. R320.1 Scope. Where there are four or more dwelling units or sleeping units in a single structure,the provisions of Chap- R318.1.2 Field treatment. Field-cut ends, notches and ter 11 of the Building Code of New York State for Group R 3 ; drilled holes of pressure-preservative-treated wood shall shall apply. be retreated in the field in accordance with AWPA M4. [NY]R320.1.1 Guestrooms.A dwelling with guestrooms R318.2 Chemical termiticide treatment. Chemical termiti shall comply with the provisions of Chapter 11 of the cide treatment shall include soil treatment or field-applied Building Code of New York State for Group R-3. For the '_F wood treatment. The concentration, rate of application and purpose of applying the requirements of Chapter 11 of the f method of treatment of the chemical termiticide shall be in Building Code of New York State, guestrooms shall be strict accordance with the termiticide label. considered to be sleeping units. R318.3 Barriers.Approved physical barriers, such as metal Exception: Owner-occupied lodging houses and bed or plastic sheeting or collars specifically designed for termite and breakfast dwellings with five or fewer guestrooms prevention, shall be installed in a manner to prevent termites constructed in accordance with this code are not { from entering the structure. Shields placed on top of an exte- required to be accessible. rior foundation wall shall lie used only if in combination with another method of protection. R318.4 Foam plastic protection.In areas where the proba- SECTION R321 bility of termite infestation is "very heavy" as indicated in UEL`€VATORS.-AND&PLAATFOR-,TORS. LlF.4TS� Figure R301.2(7), extruded and expanded polystyrene, poly- `� , isocyanurate and other foam plastics shall not be installed on , =y levators Where ovid d.gsen,leyat hrso m- the exterior face or under interior or exterior foundation walls ited-iise.arid huu"t'ed apphcation�el'eyators�or pnvate_resid"enc� or slab foundations located below grade. The clearance eleuatiors shalhcom Iy�wifhAS'ME?A;1x71F`/_CSAB44'� .5� between foam plastics installed above grade and exposed R321.2 Platform lifts. Where provided, platform lifts shall _ earth shall be not less than 6 inches(152 mm). comply with ASME Al8.1. Exceptions: R321.3 Accessibility.Elevators or platform lifts that are part 1. Buildings where the structural members of walls, of an accessible route required by Chapter 11 of the Building floors,ceilings and roofs are entirely of noncombus- Code of New York State,shall comply with ICC A117.1. tible materials or pressure-preservative-treated wood. 2. Where in addition to the requirements of Section SECTION R322 R318.1,an approved method of protecting the foam FLOOD-RESISTANT CONSTRUCTION plastic and structure from subterranean termite dam- R322.1 General. Buildings and structures constructed in age is used. whole or in part in flood hazard areas, including A or V 3. On the interior side of basement walls. Zones and Coastal A Zones, as established in Table R301.2(l), and substantial improvement and repair of sub- stantial damage of buildings and structures in flood hazard t SECTION R319 areas, shall be designed and constructed in accordance with SITE ADDRESS the provisions contained in this section. Buildings and struc- R319.1 Address identification. Buildings shall be provided tures that are located in more than one flood hazard area shall with approved address identification. The address identifica- comply with the provisions associated with the most restric- tion shall be legible and placed in a position that is visible tive flood hazard area. Buildings and structures located in from the street or road fronting the property.Address identifi- cation whole or in part in identified floodways shall be designed and cation characters shall contrast with their background. constructed in accordance with ASCE 24. Address numbers shall be Arabic numbers or alphabetical let- [NY]R322.1.1 Alternative provisions. As an alternative ters.Numbers shall not be spelled out.Each character shall be to the requirements in Section R322, ASCE 24 is permit- not less than 4 inches(102 mm)in height with a stroke width ted subject to the limitations of this code and the limita- of not less than 0.5 inch (12.7 nun). Where required by the tions therein. When ASCE 24 is used as an alternative to fire code official, address identification shall be provided in the requirements of Section R322,all construction require- additional approved locations to facilitate emergency ments and building elevation requirements based on the response.Where access is by means of a private road and the Design Flood Elevation (DFE) shall be interpreted to building address cannot be viewed from the public way, a mean the DFE plus a freeboard of 2 feet(610 mm). 70 2020 RESIDENTIAL CODE OF NEW YORK STATE ;ti `"�!' _ air � 'Rood \ ------- ---------------------------- D 1 23q�gDO7 I f. ON 18 3 ! I B REDERICK 7'-10 I/2" 11 5'-6 3/4" 1 1 0 ROBERT T-8" (Frame) �,_�„ I'-8" 6 5" Al `� \` —————— - WEBER I I ` > o0 00 \ 1 Pier to O I ! Sup ort Sla I , , to , `\ _ M ARCHITECT Ln d' \` \ a43- 8" i� 10'-5" I'-�" 12,_4N 8"1 I 1 :., �N 1 I I I 5'-O" i I l'-0" 5'-0" Pier to 13'-0" I I 3 IT-0 (Frame) I 6" I O-, E \_ 13'-6" (Frame) 3" Su ort 8'-10" t 8'-10" (Frame) I I - (Frame) �r (Frame),__ - Slab/p Post (Frame) I 1 _ ``� u- 1 ----- -- \ I ! I W 12 x 40 Girder .9 I I r W 12 x 40 Girder I '- -----------------------r- -- ---- ...................... ----�- -- _ ------ I 1_.—._._.—. —. .�- _._._._.—._I.,. I \ ----------... I 1 - a 1 : oo 1 �\-- I =- -(-- --� - I Beam ra Existing 16 P. Conc. --------------- ----- N ----------- ` L_-- ! I I Pocket as "Pier w/ P. Conc. Ftg. Beam \ -J ! 1 10- (Reuse as Element / / \ in Wine Cellar Design) Pocket I I UNE CAVATED I 1 o U R G LU (2) 45 Bars i� / 2" Closed Cell \\ \` I 1 ih - WINE CELLAR No = j j E (Continuous) f/ ,/ Spray Foam Insul. `\ �1 r 'oo I i oo ° 4" P. Conc. Slab g d a i- I I U- _- 1 Full Hgt. (R13) \ I r I I iL o w/ 6"x6", 10/10 `;` I I 2x4 Stud Wall l I I I " �., N WWF Rernf. I I I 1 6 -2 U 5 _4 - 44 Stirrups i w/.5/8" GWB I 1 1 C" v " 12 oc 1 1 I 1 _ 1 1 > 4 P. Conc. Shelf for Por h Slab 1 1 _ (2) #5 Bars 1 L-- --- ---- -------- ---------- __Cs1 ss oohs? ------------------ ------------- ---- L---- M (Extend IS" I - I - - - - - - - - - - - - - - - - - - - - - -�_; _ ; , ------ ----I �. Beyond Opng.) -$- -I r - - - - - - - - - - - - - - - - - _� - 1 O �_� ------ 0 p I ` -------------- ----- - --------- ------- --- -- ------------------- 3" P. Conc. Pier, °0 --------------- ----- O - I 1 I P. Conc. Pier, 1 Basement Foundation Wal s: — r - Conc. ! I Column Above P. Conc. Pier, _ _J Saw Cut Found. Wall I Beam I1 1 a Header ! ! (B E "A") Column Above 1I �;�I'I Column Above to C-10" H t. Pion ket (T ) i'i I 10 P. Conc. Found. Wa s w/ (B.f� "A") I-1�-�1` (B.I)? "A") 9 I 9P ill I 1 (2) 3t5 Bars Top t Bo . E it6 Bars 28 oc Vert., o ~��n CV ( I I N N 1 I1 N N 1 1 " „ 1 n n CONCRETE HEADER (TYP.) � �, oc I I I1 -r/s TJI 560, 16 o.c. 1I I II 7/8 TJI 360 16 III II 1/8 TJI 360. 16 o.c. I �.1 I1 1/8 TJI 560, 16 o.c. I , 20"x lo" Cont. P. Con.-. Ftg. u,/ (3) #5 Bars (Typ.) 3/4" = I'-ON �, 1 III III Ii I 1 o _ _6„ 1 N IS,_IIN .I 131_/„ I I IT-11„ r, 61_4n (fir 1 16,_8N 1 0 I (0 bb 1 (3) II 1/8" LVL C-1 I I I 1 _ I L — — — — — — I I !II I Q�1 I I I Islan Above I f- I � - - J J .q 2" Clos d Cell ! 1 I 1 1 II J .9i I -i 1 I r - v i.1 c,4 i.1 3 I/2 Steel Spray Foam Insul. I I > cx i_ zi I 1 r 1 I I I1 Prppe Colomn� on Full Hgt (R13) 15" I I I I 1 III _ r- III , r-i•T-, i 1 1 r r-, r�rii-, 30 x30 xl5 2A St id Wall 1 1 = I I I I III ao 1 �1 I ! 1 xi I I I 1 I I ,a i 1 1 1 I L i i i I P.Conc. F tg. 1 I I I ..�1 .1.....!................................ ................................!..cv1 1.....!..1.....I..............1.....I................. ......... I ......I. 1 ..°' 1 w/ .......... 1 .... 1 O O I..... .... ll.. .............................:........................................... v. ' w/ (3) #5 Bars ,k,tf r I I I I I l ll r 1 `v1I 1 : I �11 I 1 i 1 II -1/8" ITJII 360 12" O.C. 1 I 1 1 I 1 Both Ways (Typ.) (2) I"x 16" I I L_c •1 J " � �I I I - I \ I I 11_ 3 I/2 Steel Anchor ,4 I - I I III �^y �� I 1 Prpe Colomn on _ 1-1 1 1 1 (Below 1151aind) r_ Ir- ® Bolts I I I . I 30"x30"xl5" Oi v ' I I I I I a i c<l 11 cv 1 I /A% Al 1 I 111 (3) II '1/8" LVL Oi - `III I I I it x III I P.Conc. Ft 1 I i. A7 -- ---------- ---------------c�. � g' c, Oii1 I 1 1 I ��I O I1 II `i/8 TJI 560, 16 0. I I O ------------ --------------- w/ l3) #5 Bars. : L - - - - i -------------------------- 3/4"xl"xl5° - � �I � Both Was (T ) I I 1 I I I i.� _ _ _ _ I 1 I Base I/2 0 -----, J 9 yP Oi 1 I L _ _ _ J I O il1 -3 ill 6' I I P. Conc.( I II �/8" TJI :560, 16" o.c. Oi II 1/8" TJI :360 16" o.c. III 11 l/8" TJ 360, 16" o.c. I 1 �-- 12'-4" 1 0" 1 5"x5" COLUMN - I _ _ _ - - I r--. r _ „ ea er I I . xi 1 - - - x 1 I I 1 I I I an DI I I O BEARING le A (WALL) I 1 �i I 01 I 1 3i4" = I'-0" u, N o O i ��I i FINISHED NT zo I N cc1 i� OC I I 1-L r1 11 I I O L____J L _ J DRAWING TITLE: 1 4 8 I _ I P61, I Direct (4) 5/8"xl4" I � 5x5x3/8" EL. +69'-0" 1 z MECHANICAL Fi = I VeritAnchor Bolts ' : Column on I I 36 4 P. Conc. Slab _ _ 11 1/8" TJI 360, IC' o.c. 1 x II 1/8" TJI ,360 IL" I i 36"x36"xl8" r _ITI_- w/ VXV, 10/10 r- 1 I L--------------:-------------- VVI /2 <v P. Conc. Pier, P.Conc. Ftg.I I I WWF Rernf. I I FOUND,QcTION Golumn-Above - =- - -w/-(4-)-4543 rs, - - - - - - - - - - - - - - - - 1 36" � \® .............1. B.P " " - - -- - - -Both-Way�_(�yp1 Plywood/Batten 30' ! I (�2 II "1/B LVL 1 - - - a\- - - - - J LBasel R10" N -----------------r--- ---------i " " I Ceiling Finish 1 ==T II `I/8 LVL(2) II l/8" L LJZH I " Ion I 1 nBSMT[ BATH i — 11 m IBasement Foundation Walls: I ,� I I CLI. I= ►n - I1 _' ELEV EQUI .N I x I Water10" P. Conc. Found. Walls w/ 1 s- I I 1� 28 N I ! 20 Amp I I Service5"xV COLUMN (2) #5 Bars, To t Bot. t I 12'�0°I_ �{'-O" 4" 11 �{ 8 4" O �{'-0" 4" 8 -6 Elec rrcal Panel 0" 1P Sarntar I nd ail - -BEARING E "B" (FOOTING) #6 Bars 28"oc Vert., on y _ IIa — , a arl „ L ---- _11 N �_-----�I______ JOB: Ln 314 - I-0 20 x 10 Cont. P. Conc. Ftg. �3 ---- - --- - - W w/ (3) #5 Bars (Tgp.) 1 hover w/ I = NEW RESIDENCE ---- ------------------------- CLIFF/ANN OL50N ------ ----.- , I ss Door I -C----� ---- -----� 1 I 4" P. Conc. Shelf for Porch Slab 1 I I I I I Drop Garage 1 - _ 8" I 19'-3" 41" g° 1 51_g" _' I 01 rt____ 1 Provide 12" Deep Found. Wall I 1 �, O M j ih p l L' 1 I J I Elevator i P-4" 1 I u, 143T 9 OREGON ROAD I i i r 1 i---- Below Elevator I � 1 CU CHOGUE NY.,11935 Soil Tye : SM/SW i I 1 ;,, NEXCAVATED ' u`_ 1 1 xi /8" L I ____ I 1 Shaft I I `� "' Wall Thickness: 10" � 1 � ' I � y � I 16" O.C. 1 I � ! 1 I TOWN OF SOUTHOLD 1 1 I _t—————U 1 1 SUFFOLK COUNTY, NY Wall Height: 10'-0" 1 1 L-------------- - 1 L 1 1 1 SCTM# 1000-12-2-2.3 Frame Backfill Height: 9'-0" Max. I :�• - - - - - - - - - - - - - - - - --------- ------- - I I I - :. _ ___ =Indcr ARCHITECT: I t I r j I NN 1 I Drop Garage UNEXCAVATED It-- ---r-! I 20 A Found. Wall 1 1 Wing Walls for I Tile Recess I a I I I Steps to Grade I 1 1 1 I -4 I ! FREDERICK R. WEBER P I 1 I 1 I ! 41 EAST MAPLE ROAD GREENLAWN. NY 11140 p 1 r I r I I I 52 NOYAC PATH 1 4/_3„ 8„ 4,_8„ 0 8„ q,_4a 8„ ! 6,_6,1 i 8111 1 22'-8" i " I = . NY 11914 Ln 1WATER MILL 1 1 I 1 I I N 1 1 N TEL L31 154-5555 I ---------- ---- -----------------__ - I ! I 1 iv fweberarchitect9gahoo.com I I I I I u, , L_----- ----- - ------------ -� I 1 I ' SEAL: ('` _ _ ir NOTE 5: I 1 Retaining Wall I I 1 I r 1 r-----r-I i° I I I I N I N 1 Win Wails for e C --___ I I Steps to Grade r= iYl I I I _ F I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER __J __J p PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. 4'-3" 18.1 4'-8" 8' 10'-ON 6'-6" i ` Fin. Bsmt: °SEPT 13.'2023 1 1 I I Bsmt. Elec. 'SEPT 12, 2023 3- ALL WALLS SEPARATING GARAGE FROM HODS 1 1 I 1 TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) I I I 1 g 1 1 I 1 JULY 25, 2023 4- ALL STEEL GIRDERS BEARING ON P.CONC. I I I 1 Wine Cellar MAY 2, 2023 FOUNDATION WALL TO HAVE 4"x6"xl/2" B.PL. Al D 1 1 I I (UNLESS OTHERWISE NOTED) A6 I ----------------------------------- ------J 1 I MAR 22. 2023 .. .. .. ................... ... .....1. i� I MAR 10. 2023 S- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. 3" L--- ------------------------------------------�---J FEB 23. 2023 (UNLESS OTHERWISE NOTED) i P. Conc. Apron Above ; JAN 22. 2023 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. ----------------------------------------------------------- REV.: SEPT 2L. 2022 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 2,_2„ 9,_4N 1,_ N 9,_4N 2,_2" DATE: SEPT 8. 2022 to 11 I- STEEL SHALL BE ASTM A-992 (EXCEPT u- PIPE COL WHICH SHALL CONFORM TO SCALE _ -O" ASTM A53 ROUND PIPE). STEEL WORK SHALL IV-4" 20'-0" 6'-6" 24'-O" JOB NO: w202202 CONFORM TO THE LATEST AISC SPEC. 8- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" DRAWING NO. BELOW FINISHED GRADE. F) LAN_ 9- ALL FOOTINGS TO REST ON UNDISTURBED SOIL. FOUNDATION 0��.�, -, OF A9 \ ------------------------------------------------ 1 . \ ------------------------------------------- 1 1 \\ FREDERICK 1 ' ROBERT -------------- WEBER I > GI ARCHITECT I I I I I I I I I I I I I I I I I I I I I I I I 1' `-----------� I I L-------------------------- I T________ l t________________________..: 1O 1l I 1 I L___J L'__________ �JG -L I I TV • r.• I I I I I I I I I I ' I L J L__ 1 L 1 _ __ ___ �______________ ___ _ sJ IL _ ______________________ _-- __ ______ ___—___________._ 1 w I I ___________________ 1 Allow 20 Amp GFI ____ GF ' I I Sir- 01------GFI I I � Circuit for I I I I I I I Exercise I=quipment I I � F—I 1 I I 1.....1. I. I......�j..... 1. 1. I ......1............... ......................................... 1 ... I ... 1 .... ............ I ... ... 1 .................................................................................. I I C ........................ ............................... ............ . I I I I I I I I I .. . ..i. .m. ..�. . . ..i. .4. ..I.. I 1 I I I I : CO I I I I I I I I I L__I__J I I I I GFI 1 0 LH ose31-1 l.t� I I-1 r r--.^— — —� I I I I I I I I I I Fan Cal I CO i 1 O 1 1 1 I 1 O I I I I I I L--- J Propane I I Fired = DRAWING TITLE: I I I I I Boller. L_ GFI -------------.--------- -- Cr ELECTRICAL I ----------------- ------------- BASEMENTrahSuper—St H I (OGFI Water Ht . I 1 I II I I I I I I II I I EL A OR I ELEV. EQUIPI 1 200 Amp ' To Ist I I I I I ,tj� .• I I I Electrical Panel j I II I 1 L I GFI'•.•I111 1Ii r1II -� 1 III '-------a-106F-------------- ,II JOB: NEV RESIDENCE ----------, --------------- -- CLIFF/ANN OLSON----------- -------------- -------------- — 2Hgdraubc Elevator to Have 0 Power, Back Up Battery, I 1 14349 OREGON ROAD I l l I I I I I Emerg. Lights, Land Line 1 CUTCHOGUE. NY 11935 Phone and All Required 1 I I I I 1 1 TOWN OF SOUTHOLO Controls, Switches, Locks, I 1 SUFFOLK COUNTY. NY 1 I L__ _____� Alarms, Etc. ' I L----------------------------------- 1 I 1 SCTMI 1000—'12-2-2.3 - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — 1 ______ ______ ----------I 1 r IF —————-——— i i i ARCHITECT: I 1 i i i i 1 FREDERICK R. WEBER I J 1 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL. NY 11914 TEL 631 154-5555 ' ———— ————J ' ' ' I fweberarchitecta ahoo.com I I I 1 I I L--------, -------� ------ I �------------IF — I I • ' I Fin. B'smt: SEPT 13. 2023 Bsmt. Elec. SEPT 12. 2023 I I 1 I I I 1 1 1 i i JULY 25. 2023 I 1 I I Wine Cellar MAY 2, 2023 I I 1 I I ------------------------------------------- MAR 22, 2023 MAR 10. 2023 L_-- -------------------------------------------�---J FEB 23. 2023 ' JAN 22. 2023 ' REV.: SEPT 24. 2022 DATE: SEPT 8, 2022 SCALE : 1/4" • 1'-0" JOB NO: w202202 ELECTRICAL DRAWING NO. ��� BASEMENT /y 1/4" 1,-0,, E3. OF E3 Igo aj APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE'3-10-2-�B.P.# 14EW YORK STATE & TOWN CODES FEE: 3 (pD By AS REQUIRED AND CONDITIONS.)07*3,9dji�l NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOLITHOLDTot FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, 0UTH0LDTaXlriU= ' STRAPPING, ELECTRICAL&CAULKING 3. INSULATION o 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUrp.i3r--n CERTIFICATION' DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY jo NOT PROCEED WITH COLDER Urj C 0 113%%qAT C-R FRAMING UNTIL SURVEY SUPPLY SYSTEPT, CANNOT OF FOUNDATION LOCATION EXCEED 2110 OF 1013 LEAD. HAS SEEN APPRQA/ED. ELECTRICAL PLUMBING INSPECTION REQUIRED ALL PLUMBING WASTE &WATER LINS-S NEED TESTING BEFORE COVERING TRUSS PLACARDING REQUIRED r-im rspnt"rtlon eo= rw'-crafttd tn pt7 r-nd ducttroel: tmo Ccd!� tastinto;requirc& FIETPTNI STOR11,11 ',`,ffrn Pl"011dC Mantials Do Jltn d S p r 1%3SUANIT TO CHMPTED.,0071 Tws rnf% OF TH�TOIW-�CODE. .rgy cooic SITE DRAINAGE: 0 - �' ------ �`F ;qI - - _ DR1* AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) DRAWING SCHEDULE ' - FREDERICK N �O A B C HOUSE, GARAGE, 3439 sf x .149' Rain - 511 cf (3) 8' Dia. x 5' Deep w/ 634 cf DESCRIPTION ROBERT PORCHES, TERRACE Traffic Bearing To 0Jb I I 20 9 P Al SITE PLAN--------- r 1 r N WEBER � D UPPER DRIVEWAY 1840 sf x .I66 Rain = 305 cf (I) 8 Dia. x 8 Deep w/ 338 cf Traffic Bearing Top A2 FOUNDATION PLAN 0 ,-' i ► E, F LOWER DRIVEWAY 2140 sf x .144' Rain = 455 cf (2) 8 Dia. x 6 Deep w/ 501 cf A3 IST FLOOR PLAN J , � � 30 Traffic Bearing Top ARCHITECT t i r 1 , r A4 2ND FLOOR PLAN + + r Garage a and Porch Roofs to have Gutters # Leaders g A5 ELEVATIONS (EAST/WE T) Connected to Underground Drainage Structures (Tgp.) S 8'0 Ring: 42.25 cf/Ft of Height A6 ELEVATIONS (NORTH/SOUTH). WALL SECTION ( i, i CONCRETE Al SECTIONS COVER OR A8 FINISH SCHEDULE/ INTERIOR TRIM TRAFFIC C.I. GRATE BEARING A9 INTERIOR ELEVATIONS ASPHALT TRAFFIC SLAB PRECAST A10 CODE DETAILS 1 I / Top Coat BEARING CONCRETE Base � �GRATE 6 � CHIMNEY SI 2ND FRAMING (IST FLOOR) oo DiPE RAIN TRENCH DRAINAGE 52 ROOF FRAMING (2ND FLOOR) PIPE DRAINAGE RING S' Zd" "-- ''` _:—'' ._--'� �' ,' .'�,� ,_ ,'. 4d - --' ;--'.�-'" -_--',.-'',:-'" ,-,"'',i i�''� STONE 8,1 i ^ i El ELECTRICAL IST FLOOR PLAN OsrR, EXISTING 2 i ,, - -- / 'I`'� _ W t E2 ELECTRICAL 2ND FLOOR PLAN _ _ -'"- - '- '' "- - . � �� -�_- - _�-- � BLEND A O WATER SERVICE _ _ " _ '��' CROSS SECTION I TYPICAL O W 1 _ / - - " - -- - - I DRAINAGE I I E3 ELECTRICAL BASEMENT PLAN S 'o�oa` o•O' "STUB" ON-SITE _ - - 5°�- ,, - _ TRENCH DRAIN DRIVEW�4Y I S> 7�.V, 30' - _ - '' _''_ .-' ---'- _- ,,-' _ I RING > 1 S 7 A _ '' — _— 1 r •� o ?' o'• _ _ - ,' ,/ ,, 1� 1 PROPERTY OWNER: I I R GON 2021 LLC - - --' - N) FILTER CLO AGAINST A - -- _ -�' -'- '.� ,. ',' ,_-- , -� -1 � � F � �0 1 GRAVEL FILL >x a J (CLIFF sE ANN OLSO >o /' , 68�` ---------------------- WOVEN WIRE F9NCE W/ 0 10_-'( 6 ( O SITUATE: SOU HOLD "J '� ' '� '� ' s' TOWN OF SOUTHOLD TYPICAL SECTION DRAINAGE RING SUFFOLK COUNTY, NEW PORK 2"x2"x36" STAKES, 12' OC 1pQ. 06,, 5p '- •, '� - -____-:'--� ` r 4; DRIVEN 16" MIN. INTO - GRADE. EMBED FILTER Irp., _ '' Rp,;; F� �\ \\ `., ► >� CLOTH 6" INTO GROUND _ ` ' r SURVEY INFORMATION: -" - ";%'�.''.'' .�' -'�.''.'' S �� -___ _ °'� i O'er JOSHUA R. WICKS P.L.S. SURVEYED:CENTER MRICHES, NEW YORK 28, 2022 1 FLOW O Z O ' '' '_ _ /' /' ) !i \ \ \ \ ,,� \ \ \\�\ _ _ __ �2. ELEVATIONS ARE REFERENCED TO NAVD 1988 SLOPE ,. 10 ' `---, `� �\\\ _ - LOT 2- MAP OF MINOR SUBDIVISION =° 0 1210' ,' ,' BAXTER SOUND ESTATES CROSS SECTION FILED MARCH 12, 2003- MAP NO. 10916 /� � ^\` \ \` ` `\\ `�<`�G ��• 8 EXISTING CONTOUR SCTM 1000-12-02-2.3 SILT FENCE DETAIL ; ,\ �F4n` ,' 8 ' -" ' LOT AREA: 61,516.35 SF, IAA ACRES •���� REVISED CONTOUR ,�� \ 6>• \\ � �,- "�'�2 �� BUILDABLE LAND: 42,950 SF BOUND HAY BALE �/ NEW CONTOUR Q FILTER CLOTH AGAINST PLACED ON CONTOUR EXISTING VAULT i �6' --' �`� 76' \` ZONING: R-80 WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' FOR WATER , ./ (NONCONFORMING: 60,000 to 19,999) 7�. \--- 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE ST MOTER o -'-' DRIVEN IL" MIN. INTO FLUSH W/ TOP OF HAY / YARDS: (PRINCIPAL SETBACKS) GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE / � O �°c .' i .�`----- G�' �F!� :. ..\ - ------,� DR '� ..��\` FRONT 55' O " CLOTH L" INTO GROUND TOWARD PREVIOUSLY AID / / \ �'�\ i �� .-' to - BALESs.' SIDE (ONE): 20' SIDE (BOTH): 45' .p . \ i �F ��`. �..... :. \•. ; .� / REAR: 15' / APPROX. LOCATIO�1 \ ' ` .-' O' ` .:: �:,.�....::.. . .. G.. ..:::::..\.. J' �� �.:::::::::: T COVERAGE (ALLOWED): 20% IMAX.> 1 �.:. \ -9 O z kN ` �\DJACENT HOUSE > �' \�...:. ��. .. G.::.:::;.::.' :::: :a 'f' HEIGHT (MAX.): 35'. (2) STORIES FLOW cy E ` /,`� \ / P` x0 .. .. �/� 12 O HOUSE: 1882 SF GARAGE: 516 SF DRAWING TITLE: SLOPE _ .. \ \ / : `j` J;...:... .:.::. • .•: .:.:.:.:.:.:•:. :::`:.\ ,' t�' "` `: .. :.'' : : : :::..\ FRONT PORCH: 120 SF �� \ ::...: . ...... .. ... ......::. ..\ SCREEN PORCH: 304 SF :::.:.:.:::::0. .: :::::.::.. S1TE PLAN tr REAR PORCH I: 123 SF WATER SERVICE IS 2"� POLY V \ / '� �•. •:::. ::. ::::.... •. 1 ' \ / \ r \ T 250 PSI r .::<�:•:::•::•:::•::•: :::•::�::::: : .. t :: 0.......... �'. .............. CROSS SECTION ACE VIEW \ \ / �� \ \ :�:: :::...:: : .::.: .�. o.:::. ::.:. :.: ::: :::::::: .��::•:;:::;:•:: :: REAR PORCH 2: 114 SF CG \ / X__-�� :::. ..:...-s•. "`�Y :: �::.: :::::::: \ 10 TERRACE: 432 SF HAY BALE SILT FENCE DETAILS 1 0 :..: :.:.:.... :: .. �0 1 TOTAL: v 3551 SF ........... ..................... . .:.:.:.:.:.:.::::':: 4 `x Q�y" �a G°° eP �. ....... .. .. ......... ..... ... LOT COVERAGE (PROPOSED): 8.3q / �.\ \ :: :.: ...:...:::::::::: Qy►�.;,• ��,�x^° �� Q' 9'd \ ��O YARDS: (ACCESSORY SETBACKS) PROPOSED SANITARY SYSTEM TEST HOLE D r4 T�4 c trol \\ s :. .. ..., ;:� -.:ry° ti. ,�` < 0 Pan I # ��. `��_>e `� `:' ��� ^`� 8� \ ` o`� I (LOT SIZE: LO,000 TO 19,999 SF) APPROX. LOCATION NEW I/A OWTS PER SCDHS STANDARDS Blowe =--- ��c ' x` b c \ `��,y I SIDE & REAR: 20' OF FOR 4 BEDROOM HOUSE MCDONALD GEOSCIENCE \��"y,\ ` �;'� �� °j6 `� `. ' �,2- 22' MAX. HEIGHT PROPOSED EWELL B. NEW "FUJI-CLEAN" CEN-5 TREATMENT TANK PROVIDING JULY 19, 2022 . 0 `� 1 ,�`� D. GRAVEL \ ` �, ` \O I Abandoned \ : I/A WTS �� DRIVEWAY 450 GPD HYDRAULIC FLOW (440 GPD REQUIRED) Well \�"�` �` \ _- 1 ENCE " TREA ENT •. \ •Y ... .... \ r DR'..,, \.. ...• _ 6a 1 CLIFf/ANN OLSON NK O \ \� ; .� QUANTITY OF FILL: 1500 C.Y. NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL O' ea- D \: C. ?F\ (8' x 12'-O"' DEEP) DARK BROWN ck \ g ba \ �\ \ o-- C,J �� \ \ 1 ,.1.4349 OREGON ROAD LOAM (OL) e� ate BROWN SILT lML) S00 `�\ \ `\\ \\ >� �6• �ac`k - ���' \gyp CUTCHOGUE, NY 11935 m \�\ \ ��� ,K D„ a--" - \ \ o/ 1 TOWN OF SOUTHOLD L °. \` \ �� - ---' \ •� <r SUFFOLK COUNTY. NY FIN. FL. BROWN \` \ \ \ - O� SCTM# 1000-'12-2-2.3 EL +82' SAND (SM) ��\ \ �\ \ \ O HOUSE UNDER ... 6EXP,.... \\ \ Grate 'QL \ \ G �c` \ cs CONSTRUCTION ARCHITECT: `)' SINGLE FAMILY �` p P� w/ WELL DWELLING W/ :::::,: PALE BROWN PUBLIC WATER ry. ��� ................ ................................. .................... �L�. \ \ FREDERICK R. WEBER FINE TO , Ali \ 41 EAST MAPLE ROAD COURSE SAND (SW) 0 \\ GREENLAWN, NY II'140 52 NOYAC PATH ,- WATER MILL, NY 119'14 ete NO WATER 11 ENCOUNTERED ' +Wash Outi \ TEL L31 'i54-5555 FOUNDATION SYSTEM \ \ ' \ WALL CONTROLLER/ ` \ \\ COS Fweberarchitectayahoo.com ALARM 4"0 PVC 5DR-35 18"0 HDPE SECURE HEAVY 18"0 HDPE SECURE HEAVY \\E \ \ \\ \\ SEAL: RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE lU/ SAFETY SINGLE FAMILY `\ �\ NEW�2" 0\ -r DWELLING W/ SWEEP t SCREW PLUG SCREEN BY "TUFF-TYPE" SCREEN BY `TUFF-TITE" `� \ WATER SERVICE /' \ \ / \ fA"•. " >. "' S IN THREADED HUB BEARING I MIN. # 2 MAX. PUBLIC WATER \ s- ; DR TOP OF BSMT. a TRAFFIC � � 4'-6" BELOW\ ' � � GRADE \ GRADE (MAN.) \ i Top Sot r,E„ �F SLAB, EL +12' GRADE SLAB GRADE CONCRETE 3 _r EL +11.5' El +10' CHIMNEY DEPTH O \ \ \ ; Stock Pile 'P \ CLEAN 4"� APPROVED " " " •% ` \ \ \ 01,C.I. PIPE PIPE, I/4 PER FT. 18 MANHO E I MAN OLE 24 MAN OLE 4"0 APPROVED CONCRETE TEST\MIN. PITCH / " P ` HOLE l? � \ \ �• PIPE, 18 PER FT. COVER ., + / CO VENT THRU MIN. PITCH PROVIDE i • S HOUSE VENT/ CLEAN OUT I V RT 1 � \ EXISTING 2"� � '•• � � � ROOF L 0.2 INVERT I 1 \ SCWA WATER " INVERT EL +69.0 I I '9 ` •\ SERVICE STUB , 1El i 1 �\'\ (BURIAL INSPECTED --;,, INVERT -4 S" 04 _3 0 `� �{�-3" i �-- i COT `�\W� BY SCWA, 2001) ,w DR , _ O PROPOSED HOUSE at FOUNDATION m ¢ " F - EL +0.1 / ` ' O '� \ O% w/ PROPOSED WELL SEPT 8. 0 22 \ ' �v 6�' DISTANCE OF REV.: SEPT 8, 2022 APPROX. 880' --------------- BOTTOM OF TANK LEACHING '9,0 BED OF "FUJI-CLEAN" CEN-5 i i �` ��, b ; �¢;' �� DATE: AUG 15 2022 BE TREATMENT TANK EL 64.8 1 POOL O 1 JQ _-_'"--------------- • __- -� �-- �. \, ' \ 1 1300 5.F.) i I A� s4 Q -- i � P� \ SCALE : In a 20' /y, 1 1 A JOB NO: w202202 VACANT 1 i 61 00, �� , ' ,�;'� s`�F` O DRAWING NO. MEET ALL S.C. DEFT. OF HEALTH SERVICES REGULATIONS. i 3 MIN. I 617 �0 �� - �� ��, o MAINTAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. COLLAR o SURFACE WATER APPROX. 300' FROM SANITARY SYSTEM. I O 1 S 1 - 1 �, 10 �0,, /�''L �''' Ii4�/ NORTH • ALL LOTS WITHIN UNLESS OTHERWISEONOTED IMPROVED TH DISTANCES TO EXISTINGUBLIC WELLS WATER, i i 0 ��, �jJ/� PQ ���� Gj SITE L N Al o MAINTAIN 20' SETBACK TO ANY PROPOSED SWIMMING POOL. /O 5F o ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED 1 1 1 _ IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. i i �' %`� 1 — 20 1 3' (MIN.) TO HIGH 1 �o E' OF AIO SEASONAL GROUNDWATER .' 410 Off' -----------------------------J ------------------------------------------------\ I 0 \ 1-------- ---------------------------- ---- I \ FREDERICK I I A1 � ROBERT `\ �` ---------------.\ WEBER jOD Pier to /> ob Co `\ I -I Sup ort Sla = / / ------------- ARCHITECT on (Frame) I I (Frame) =v- (Frame) // ao 1�- 12`-1" 8" 1 Il'-2" I 8" I 13'-9" I I Pier to I I � 1 Pi Support I I ��-q" 11-8" 1'_q,1 I I IV-0 (Frame) 3" jL----- - i----1 Slab/ Post L- -------------------------- `�+----1- `r Pier to I - I --� ------- --------! 1 ! Support Slab I ao I / ------------ I I I -�--------- � I 10" / / \ `\ L I 8" I 13'-1„ UNE CAYATED I I UNEXCAVATE I I I I (2 #5 ars �, /' ' 2" Closed Cell M (Continuous) S ra Foam Insul. \ ` i I I v I I UNEXCAVATED I I 0o r / p y \ 1 I 00 I I I I r- I I 0o zo 1 / Full H t. (R13) it 44 Stirrups I I I i9 I I I aL 0 12"oc I I 1 I i+l = I I 4"-P Conc. Shelf for Po ch ab _(2) ti5 Bars L________� ______________ _____ __ L__ 1 -- --- (Extend 18" 1 1 - - - - - - - - - - - - - - - - - - - - - =v- - _ I -+_: - I - - -I Beyond Opng) I -� - - - - - - - - - - - � - - - - - - - -- _ 1 i 0 ._, O O 1 — - _ _ -------------- ---- ------------------ ---- - ---------------------------------- ----- 3" 4" 3" P. Conc. Pier, 00 I I P. Conc. Pier, I I 1 1 I Basement oundation Walls:— q 11' P. Conc. I Column Above " P. Conc. Pier, _11_ Basement I I 1 10" P. Co c. Found. Walls w/ Header I I 8 I 1 Column Above II' Column Above Plo ket (T ) I'1 I * *'I` V yP I I U6 Bars82 "oc Vert, on t �0 N I n u I. I n u " u I -A 1 1 II �1/8 TJI 560, 16 o.c. I I 11 -1/8 TJI :360 16 o.c. I � I II 1/8 TJI 360, 16 o.c. ( II II �/8 TJI 560, 16 o.c. I I 20"x 10" ont. P. Conc. Ftg. CONCRETE HEADER (TYP.) M 1 I / I� I I I I I I 1 w/ (3) 45 Bars (Tgp.) III ( 2'-6„ I 15:_II" 136" 12'-II„ r, 6,_4" �, I 16'-8" 1 0" 1 II �/8" LVL 1 �I I I I I L CV I = ___________ __________ -3 d — Kltc en I _ _ _ , I z I 1 I I III zl I pjl I lslan Above `r Q1 I r — J & 1.1 3 1/2"(P Steel I 1 I 1 I�� XI. �I i 1III ill Ptppe Colomn on EF5uplIraHg d Cell I I I 1 1 _j cyi zl I I 1 -7• 30"x30"xl5" am Insul. I II r— I--� r--I— r —� r 37'--� I t I I I I I s II I I ` II I P.Conc. Ft9. (1 II bD 31 I IX1 1 I I x . I w/..�.3�..#.5 Bars............. RI3) 1 1 O .............................:...............................................1 1...........................................................................(V1Q 1........ .....I..............I.....1................. ......... v. .................. II r- I I I I I I I ......I.......................I...` I ......(......Both Was (Tgp.) 1. cy I I I III - I a1I 1 1 �I III �/8 ITJII 360 12 O.C. 11.1 I 11 I I y yP I I . I 3 1/2 4) Steel ai I Tn L_t_ J L____ _ J I I V 1 I L I III ^ PIpe Colomn on _ C-1 I I (Below I Island) �rtli I i p A A I I I II N . I 30,X30"x15" : O DI I I 1 I I I I l m 1I1 I i A� I 1 III (3) II 1/8' LVL OI I P.Conc. Ft �I 1 I I 1 I I x ------=-------------------Ira g cv 01 ' 1 1 I I �I'1 01'I II 1/8 TJI 560, 16 O.C. iv I I N Al _ - — — w/ (3) u5 Bars, ; I IL — — — — — II __________________________X1 1 Both We S (T ) I I I.r - - - - , - I i ---- r J 01 I y ,1 yp Ocf)i 1 — —,IJ " O I I 11 1I 1 4" " I 1 i'l P. Conc.1 1 II �/8" TJI .560, 16" o.c. I _ )1.1 I I r_ 1 .L_, r __� 12 -10 I 0" I I / -III II �/8 TJI :360 16 o.c. X1 • I L _ II 8 _TJ� 360, 16 O.C.oc x I 1 1 1 I Header �I I III I , CIO I 1 = O I I I III 01 11 UNFINISHED 1I' �_ 1 1 I 1 I III �I • I I ALL I I I o� I r m 1 I I 5x5x3/8" i I i BASEM I L____J L__ MECHANICAL iredane i DRAWING TITLE: 1 200 Amp 1 I Column on 1 1 36'�� oiler I 1 ` Electrical Service I I 0D _I I_ _ _ II 1/8" TJI 360, 16" O.C. x II '1/8" TJI r360 ;n - 36"x36"xl8" r I I r— I cV I I ---------- 1 I " 11 1 FOUNDATION I Sanitary( ------- --------- ---� P onc. Pier, P.Conc. Ft .I III 1 I I I ,. C umn-Above - - - - - -w/- +)-u5I rs; - -I- -- - - - - - - - - - - - _ 36 I a 1 _� I _ _ _ _ _ _ _ _ __ _ _Both-Ways4l�p) I 0YL I (2 II �/� LVL 32"_ _ _ _ _ � L _ ------------- ----�--- ----------, -i I � - ---�- - - - - - - - - z �- - - �- - I I - I I - i ---- __ ter Ht . I(2) II l/8 L L 1 (3) II 1/8" LVL N 11 - i I 1 I /, --- ---__ — --- ---- -- --- ---� 11 EVAT EV EQUIP. 1 Water I = 1=====--------- --- --- 11 - = II Basement Foundation Walls: Service i U11 15L H �d ail I I I Cll. 110 1i 28 ' BSMT� BATH II `Ar i x 10 P. Conc. Found. Walls w/ , I I "1 r 11 , " Fan C II (2) 45 Bars. Top t Bot. t I 1 = 11 1 12 �O 1= —10" 4 O 4 -0 4 8 6 0 1 O 46 Bars 28"oc Vert., on II _ - 20"x 10" Cont. P. Conc. Ft . 13„ L-----------:-- ---= - -- - - - - - " 11 --II `�' - ------ ------ -- ------1 I '" JOB. w/ (3) US Bars (Tgp.) g It i� ------ - hover w/ I NEW RESIDENCE Fli -- --� -------------- ----------------- ------- gs Door I -____,��---- -------- ----- CLIFF/ANN OLSON 4" P. onc. Shelf for Porch Slab I �16'-3" 1 8" 19'-3" 41" 8" 1 5'-8" I 0' -t---- i ProvideM Deep I I ao 1 J I Elevato 1 1 N 14349 OREGON ROAD I I I I I I Below Elevator 1 NEXCAVATED 1I CUTCHOGUE NY 11935 Soil Tgpe : SM/SW I I I 1 1 i XI /8 L i____-► I Shaft TOWN OF SOUTHOLD Wall Thickness: 10 1 I 1 1 I 16 o.c. I rt_____U 1 I SUFFOLK COUNTY, NY Wall Height: 10'-0" 1000-12-2-2.3 Backfill Hei ht: 9'-0" Max. I ---------------------J Frame g .1'•" - - - - - - - - - - - - - - - - - - - - - - - - - :...�; - - - - - - - - - - p I 1 1 :!.= - - - - - - - - - - - - - -$o - - - - - - - - - - - - - -- - - - - - - Frame I -- -- 1 r— f f ' I UNEXCAVATED 1 I ARCHITECT: 20"xl2" 1 I I I I 1 1 I iv I I Wing Walls for Tile Recess 1 I 1 I 1 j 1 4---_-- 1 1 Steps to Grade 1 I I FREDERICK R. WEBER J __J 1 1 1 41 EAST MAPLE ROAD GREENLAWN, NY 11'140 1 1 I i 52 NOYAC PATH I I I = I I I 00 i 1 4'-3" 8" 4'-8" 0 8" 10`-0" i 8` I 22'-8" i i WATER MILL, NY 119'(6 `~ 1 1 TEL 431 154-5555 1 1 1 1 �+ fweberarchitects ahoo.com I I 00. I 1 I O ------- ___ NOTES: �- ------ - 1 -- Retaining Wall ---------- -- SEAL: 1 -----r--I C r+ I I r+ I I Wing Walls for I I I j C I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER L-- ------ L- Steps to Grade PARALLEL PARTITIONS AND AROUND ALL OPENINGS. I I 1 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. 8' I I 1 I i 3- ALL WALLS SEPARATING GARAGE FROM HOUSE TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) B 1 1 4- ALL STEEL GIRDERS BEARING ON P.CONC. I I I 1 ------------- ------� FOUNDATION WALL TO HAVE 4"x6"xl/2" B.PL. '�`� i `______________________ 1 (UNLESS OTHERWISE NOTED) I I 5- ALL COLUMNS TO HAVE CAO"A/2" B.PL. 3; L--'-------------------------------------------I---J (UNLESS OTHERWISE NOTED) i P. Conc. Apron Above REV.. SEPT 24. 2022 -------------------------------------------------------------- 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. E 2 -2 9 -4 I - 9 -4 2 -2 DATE: SEPT B. 2022 1 " " 7- STEEL SHALL BE ASTM A-9q2 EXCEPT u- PIPE COL WHICH SHALL RM TO SCALE : 4" = I'—ON ASTM A53 ROUND PIPE). STEEL WORK SHALL I6'-6" 20'-O" 6'-6" 24'-0" JOB NO: w202202 CONFORM TO THE LATEST AISC SPEC. 8- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW FINISHED GRADE. DRAWING NO. 9- ALL FOOTINGS TO REST ON UNDISTURBED SOIL. FOUNDATION F) LAN_ o��y OF A9 I,'-ON 13'-0" 18'-6" Is'-6" WINDOW SCHEDULE B Frame Dimen. FREDERICK Al -5" T-8" 5'-5It 13'-6" 5'-0" R.O. ppn9 Egres unit Model # ROBERT / -------------- ADH3250 3'-2"x 5'-0" Yes WEBER Stamless Steel Screens �~� ............. \ in Mah ganS Frames wl Post Enclosre, E © ADH21058 2 10 x 5 8 No _ u // \ r--:--� / '++� `� SCREEN ARCHITECT il, , ,F` L—p_x+_--: R PORCH POST N 1, O ,� / \ 130 x30 I / © APW5058 5 0 x So—so' No -� "' /� ''' /� \\ I Skylight I // `� '+ `� 4x4 Cut t-_--J / �\ �\ Down OD APW5858 5'-8"x 5'-8" No / (2) 2x6 of �\ i O ADH3258 3'-2"x 5'-8" Yes 5'-0" 811 51_810 p11 51_011 ���'I/ F ,I G77 v �/ I I \ ofI I Q ADH2640 2 6 x 4 0 No nD - ---�------ ---9-• �t�+- , \ � \ ----_----------------- cn ® I ADH3044 3'-0"x 4'-4" � /"- G No � --_ ———————————— ----------© Ll- I I I30" I ---------- 30x30 x3O ---------------= Frame Dimen. OHAAN2020 2'-0"x 2'-0" No I I Skylight I Skylight of �; - CIA N `� I I CREEN TORCH O ' Y ©/, \\ O�O 32 \ \ L____J i L____J � J AAN2820 2'-8"x T-O" No I I I `" °` \\ of 9• i �� /' i Fr- --- -- --------i i i i = KO ADH2O38 2'-0"x 3'-8" No \\ // REAR PORCH I p I I /' I I I p REAR PORCH 2 I I p 1 1 00 \ / c I I I , I I I 11 I_ 11 11 N I_ " ll ,- N I_ N , 1- 1 1/ I_ N I N I N N \ / ao I `� �/ I _ I INOo `" ! 1 0o 6 I I I N " ao L APW3038 3'-0"x 3'-8" No 16 0 12 0 1 II 12 0 0' 3 2 2 -I ? 8 3f-4 I0 3 -0 5 0f I I r0 2 8 ADH3054 31-0N x 5 -4N Yes 1' ) \:/ I �� I // I = jo, I I 1 1 I I I NO APW5054 5'-0"x 5'-4" No --------------� �-------------- - 5"x5"x3/8" 11 11 I 15"x5"x3/8" 5"X5"x3/S"11 Upper;i pper 32" �+ „ r, �Dl1Ji Sink l5) 20 Shelves f' ADH3650 3 -6 x 5 O Yes Steel Col. I I I I I I Steel Col. Steel Col. I I. Cab._ Cab " 0 I I I I I I I on ® ADH2650 2'-6"x 5'-0" No ON ,_O,I 41, I6'-101, :9 'Q `~ O I I I I I I I I 00 = 28" u� O AOVL02030 2'-0"x 3'-0" No I� "Easy-up" of ANTR I I I I I I I I Appliance Stand �° w t I I I I I 1 1 Model Numbers Refer to "Andersen" A-Series, in Cabinet Below ___ -__ (5) 8" Shelves "Storm Watch", Impact Resistant Glass, DP -10/10, I I I i I I I I Upper Low-E4 w/Argon Glass, Simulated Divided Light Cab. Clot s Pole Stone i i i i i I I I 4' 6"N 4'-6" 2';-0" 4" I 6'- "Sink 4" "0 MBR- IST 00 � V enee in (Oak) _ Stone N I GREA1 ROOM i i 1 DINING ROOM i i kIT HEN lJ 0 DI o o e:. op Veneer 42...Wid1e--- -----H1---- -----t+---------� I ............... ......................I..I........ .....,..... ........,..... ........................ . .0. . .......I.., u t rt FireBoxl 1 1 (Oak) I I I I (Oak) p 1 1 (0 k) I F C141 Flush I I I I I I cv I I i =v O i Stone I I I I I I I I ; _' ; Q O W 1 LA A Heart I I I I I I I I � °- � � � (Fro}�t A I I I I 1 1 1 1 I'-0'I'-0'I'-6" i1�-0 i Load a i e` 4 O Al II II I I II :Uppe e. O N Al DOOR SCHEDULE Isl nd , ICab. � Unit Model # Width t Height 30": � 3 v- 1I Front Door w/ Sidelites 3'-0"x T-0" (Door) I I I I I I I I i 24" I I O "Simpson" (2) 1'-2" x T-0' (Sidelites) " 2'-4" 10'-511 1 16" -ui, 8'-8'1 4N 31_6N 114H ON HALL: 1_ N I 1 N ,l " (_ N " erma-Tru", Classic Craft 1_0" 6' 8" 4 8 I 6 -2 28 4 4, b 24 2 4 O Th 3 x - (Door) DRAWING TITLE: I I 1 I — - Model CCA260, Glass Top (Oak) : O - i- 1I I I I I I O . . 1 WIC °p CL 11 1 I I I I 1 15"x5"x3/ " 5'x5"xV8" 1 14" Deep I I 11, 1 24" 3 Marvin CUIFD2810 XL 2-10 1/I6 x 1-2 I/2 1 1 1 1 I 1 Steel Col. Steel Col. I 1 Upper Cab. L_____ ____ tr I Clad Ultimate Inswing French Door (R.0.) IST FLOOR n -------=---- ---- -- ---- --------- ---- ___________- _____ ___ 36" "Marvin" CUSFD12010-OXXO-RH IT-O" x T-2 1/2" I O I u.C: rt--� _, Ref. Bench w/ _ � / � Clad Ultimate Sliding French Door IR.O.I © © Wine N Upper 1, 8 * "Marvin" CUSFD60R68-XO C-O" x 6' 10 1/2" L---J Cab. 1 (42 ) Hooks Above locking to F - Clad ultimate Sliding French Door (R.O.) C ATS 24 FOYER Ref.. #1 1 1 1 1EVAT vator ail O I If 11 1 I II I I , 1 ! . �o I S AI S H ndr it 4 4 - "Therma-Tru", SmoothStar . „ ! 2'-II" 2'-10" 3" 5'-0" 31/ 2'-10" 2/_5N 11 2/-1ON 41124„ (oak) `° Up I D wn 32" A-1V 3-0 x 6-8 (Door) odel. S2102, (2/3 Glass)N ll II N16R 1. 3" I 15 8" M 0O 410 20 O, Model Numbers Refer to "Marvin" Signature, ultimate I A ov to Tile ,`r Ln French Doors, Impact Zone 3, DP 50/55 Min., JOB: I `f21 32/I ecess cn Low-E Glass w/Argon Glass, Simulated Divided Light _ 00 L----J _ �, Verify Operation NEW RESIDENCE 28" i t 3611 Elevator W Ils: _ * Alternate CLIFF/ANN OLSON 1() I I 11 I II ll I N " I ll I N I ll I ll i Line Elevat r O 14349 OREGON ROAD 3 -II -2 2 3 -6 2 1 2 4 -5 2 -0 3 -6 I 1 Self sing LVL 5 u s.P 2 0 e I :9 1 120 Min. Rated Shaft w/ 5 8" -' 8' 1 Fire Door Type 19 4 CUTCHOGUE, NY 11935 (] 1 t FRONT PORCH T e "X" WB _ � � SUFFOLK COUNTY, NY U- I I �Up 6R '� 8" Han w SCTM# 1000-12-2-2.3 ---- - ----- - --- i Rail Pull Dow Stairs _ 113 _ I to Garage Loft ---- ----------- ----- ----- --- F Note: Raise Garage I Space cn I Ceiling Over Stairs I p I I ARCHITECT: I i O to Level of Porch L N It I N N 1 H I N 1 " 1 " I I 3 �, 13 -O 6 -0 2 -3 2 -6 I -9 .J./R R. (4 x4 ) FRAMING NOTES: i FREDERICK R. WEBER I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-L RCH STRUCTURAL GRADE No. 2 OR BETTER j (Frame Dimensions) G EAST MAPLE. ROAD GARI4GE GREENLAWN, NY 11140 2. ALL SHEATHING TO BE APA RATED. EXPOSURE 1, 5/8" MIN. THICK ESS OR AS NOTED. t 52 NOYAC PATH 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSUREI, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 0° 8" 3'-1" 6'-D" 10'-0" 8" 5'-10" 5" Pi. Conc. Slab O WATER MILL, NY 11914 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBF OOR TO FLOOR JOISTS. w/ 4"x6" 10/10 i 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. WWF I Reinf. Cn ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x IN V WALL OR AS SHOWN ON DRAWINGS. I I `�' = TEL 631 154-5555 5/8"I Type "X" �' fweberarch►tectayahoo.com S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. ---- ----------------"'----'--------------------- GWE (Walls t Clg.) p PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. � °O 0D 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR A 'i OTED ON DRAWINGS. o I SEAL: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. �'' C I C 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATE GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. I I I I I '41 SQUARE FOOTAGE: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE S A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. IST FLOOR LIVING 1882 SF 10. PLYWOOD SHEATHING TO BE NAILED WITH SD 9 4" O.C. EXTERIOREDGES AND 6D 12" O.C. INTERMEDIATE. 2ND FLOOR LIVING: 1251 SF ► i i I t �4 r N 11 I I 1 I I ,�• ;� ; � (� 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY SIMPSON TOTAL: 3133 SF OR APPROVED EQUAL. GARAGE: 516 SF 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERI S WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, FRONT PORCH: 120 SF L ----------__ LJ J------------------ GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALL D AS PER MANUFACTURER' RECOMMENDATIONS. WEB STIFFENERS SCREEN PORCH: 304 SF Al ,�I �' Wide x 8' Hgt. I I 9' Wide x 8 Hgt. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINI UM. A SINGLE 1 3/4" LVL RI JOIST SHALL BE REQUIRED AT FLOOR REAR PORCH txl: 123 SF / I Overhead Door I I Overhead oor PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. REAR PORCH 42: 114 SF IX = = 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 R . MACHINE BOLTS » 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. P. Conc. Apron 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. REV.: SEPT 24. 2022 21_4,1 -ON II_4N 91-ON T-4" ' . 11 DATE: SEPT 8. 2022 5CALE : 1/4" = 1'-0" 20'-O" 6'-6" 24'-0" JOB NO: w202202 DRAWING NO. IST PLAN_ ti OF AIO WINDOW SCHEDULE FO FREDERICK Unit Model # R.O. rea .O. Opng Egress ROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER 16 -6 14 -0 , 11 -0" -0 ' � 14� " B ADH21058 2'-10"x 5'-8" No ` APW5058 5'-0"x 5'-8" No ARCHITECT 30'x30" Sk li ` i� 9ht `� O APW5858 5'-8"x P-8" No \ O ADH3258 3'-2"x 5'-8" Yes OOF i O ADH2640 2'-6"x 4'-0" No i I I I O ADH3044 3'-0"x 4'-4" No I I L -------- ------------------ ,�x30------ - + 30„x30 30 +`V -----------------------+ S AAN2020 2'-0"x 2'-0" No I I Skyh ht Skgh ht I I it ROOF I ROOF i i 12' I" 8'-0" 4" 2'-9" I JO AAN2820 T-8"x T-O" No > I I I � I 1 4x4 Post w/ SS Cable Rail - L.C. Copper - Scupper Drain I OADH2O38 2'-O"x 3'-8" Nocc ------rThrough Side Wall 00 > 2 -L' T-V3'-V 2'-6" 1'-II" 2'- - 00 O APW3038 3'-0'x 3'-8" No O Abo I I 11 Part HI tl al 5/ 4 l e Decking I on P.T. Sleepers O ADH3054 3'-0"x P-4" Yes r l R w/ Radi ov Over Pi ched �J Membrn Roofing NO APW5054 5'-0"x 5'-4" No I � . ............................................ ....— . ............... ............... -- --- I I I 1 :I iti ,� j a Pitch I Flat Ceilin I Pit c / ------------:------------ Hun n Dresser \ Pi h I Flat Ce'+In I Pitch_ N © ADH3650 3 -6 x 5 -0 Yes L ® ADH200 2'-6"x 5'-0" No 13'-t0" I IT126 -8" 28„ _ \ 13' 12„ O c'v 5'-0" S Q AOVLD2030 2'-0"x V-0" No IIIL.._-..._... JII1 IIIIIII „ Dress r Ij►IIII 6i IiIIIIIII /\ /// /,a6 a-//// JIIIjIIjII " ___ OI 4 —_—_p- WW.I..—_IC.0_. _ IIIIIIII \\\\�,\� —\ �—\\—/—/ II1III1IIII �—i, IIIIIII ... . .. .. IIIIIIIIr1II Model Numbers Re fer to "Andersen" A-Series, "Storm Watch", Impact Resistant Glass, OP 10/10,(Her) Low-El w/Argon Glass, Simulated Divided Light —bi. anging BEDR 0 MB - 2ND] (Oak) (Oak (Os ) an m9 Ridge ..................................... . ......... ................. . ....... ... \ .. . ......... ....................I........ / .......I........... .. ......... N .. .............. 9,_O" 12 (His) LA ROOF 2 _011 _O 2 A 1OOr\.4 2 .Al / Ride ig� \ Al — DOOR SCHEDULE Linef 8' Line of 8' Clg Hgt.L Sgl Dresser Recessed Unit Model Width t Height 1 O F—— 28 am4'-8" 4 / 13 �2 I 6"8 32" 3 Cab I Front Door w/ Sidelites 3'-0'x T-O' (Door) W.I.C. I ib O "Simpson" 12) I'-2" x 1'-0' (Sldelites) -' I —`r ----- 128 I I `r (Oak) I 1 / 1 C12no O "Therma-Tru", Classic Craft3'-0"x 6'-8" (Door) DRAWING TITLE: tr �II Down 1 v Model CCA260, Glass Top 1 Sgl Hangi09 Dbl. Hanging I I i AtticStmr I 1 d c� UPPER HALL M a // - "Marvin" CUIFD2810 XL T-10 1/16'x T-2 1/2' 28' a 0 Clad Ultimate Inswing French Door (R.O.) 2ND FLOOR tr (Oak) Din 16R / ---- x12 O„ 1.13" 36" Glass "Marvin" CUSFD12010-OXXO-RH IT-O" x T-2 1/2' Ile Reces I / a c o ur 0 i9 O Clad Ultimate Sliding French Door (R.O.) Sliding I i �. _> LINEN cv L * 'Marvin" CUSFD60R68-XO 6'-0" x 6' 10 1/2" Tub Door I i Rail 36" AF n c4 (Oak) EV TO O Clad Ultimate Sliding French Door (R.0.) "Therma-Tru" SmoothStar " I -8 \ 8' 8" 4 3' 6" 4" `~ -� �¢'-g" 4" // 4" 14'-10° © Model S2102, (2/3 Glass) 3-0 x 4'-8" (Door) �0 ao � 'l a0 tr- / , O r \ A RS V - I �r i I O r \\ M l4) 2 Shelves 4 _6 O I m a i Model Numbers Refer to "Marvin" Signature, Ultimate French Doors, Impact Zone 3, DP 50/55 Min., JOB: J= _ I ; Low-E Glass w/Argon Glass, Simulated Divided Light \ / °° NEVI RESIDENCE Operation I I I I IL 20"AT' CLIFF/ANN OLSON Tile Recess * Alternate I I I I I II HAbov ROOF I H Above r 14349 OREG ON ROAD I L---_—J ;o CUTCHOGUE, NY 1193513'-10 I/2" 3'-0" 3'- " 5'-4 I/2" I '-0I it-Off1'-0" 5'-0" - ---- TOWN OF SOUTHOLD o I I i I SUFFOLK COUNTY, NY i i 1 5CTM# 1000-12-2-2.3 ---------------- .. ....... ....... 1 i I ARCHITECT: FRAMING NOTES: i i FREDERICK R. WEBER 41 EAST MAPLE ROAD I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER i 12'-0" IT-On GREENLAWN, NY 11140 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. I I 52 NOYAC PATH 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. AL EDGES OF PLYWOOD SQUARE FOOTAGE: I I WATER MILL. NY 11914 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 2ND FLOOR LIVING: 1251 SF I 24' 0" 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. N TEL 431 154-5555 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL d 3-2x8 IN 4" WALL OR AS SHOWN ON DRAWINGS. DECK 40 SF I 1 fweberarchitectagahoo.com 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED » 8'-0" O.C. I I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. iKMi SEAL: 72 L. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. I ROOF 1 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONK CTORS BY "SIMPSON" OR APPROVED EQUAL. Al i i Al 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL I I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 0 9 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, B A GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'b RECOMMENDATIONS. WEB STIFFENERS Al SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RI JOIST SHALL BE REQUIRED AT FLOOR I ® I PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. REV.: SEPT 2L, 2022 24'-0" DATE: SEPT 8, 2022 SCALE : 1/4" = 1'-0" JOB NO: w202202 DRAWING NO. PLAN- A4OR 2 D FL N O y /drr = Ir-Orr OF A9 oo -------- -- -- -- ----- — -- -- ———— ———— —————— —— ————---- FREDERICK \ ROBERT ` WEBER is Q y � � ' ARCHITECT I l I 12 I I ----------------- ---------------------------- 17— III I 1 11 1 1 1 11 U I 1 11 1 1 1I 8 I/2 I I Ix8 "Versatex" IIIIIIIIII --� Fascia Bd. w/ Half Round Alum. Gutter I Of SS Screening (Fine Mesh) in .T.IIIIiIfiIIIIII II 2—IIIi1IIiIx 1 FIIItiIII% ---a_--h—o—o—g —a—n----y Mahogany Frames t Bottom Rail—T—w PVC Balusters, © 4 1/2" oc jI IIIIIIIII4II-- IIIIIIIII I a r r Shingle Flare —— Stucco en Stucco I ® L------- I —IL------------ --- ----J L--- LT-—J IJ -L, rL-L III rIIIIIII --—IIIIIIiIIIII =IIIIIIIIIIJ—, IIIIIII -- —� r J—®` IIII — rL—L-L ' L, ' SOUTHWEST ELEVATION F L L L_ J IIIIIIIIIIIIII . Gi`IIIIiIiII IlIIIIiIiI uiI t..t lllllilii- er, A 'l CT14DOU3URT4INCA/q HW OOOIFN F GSEUfO 1O(IOv'w' Tf OI�—TN .H.IIN YL�O ELR 1D1: ELEVATIONS Ix8 "Versatex" Rake Bd. w/ 12 Ram's Crown t Ix6 Freize Bd. MIT JOB: _____ __ ________ __ __ __ Ix8 "Versatex" r T Fascia w/ NEW RESIDEN9 O 3C A5 E Half Round . CLIFF/ANN OLSON I 1111 FFOLKCOUNTY, NYLL O —12-2-2.3 ARCHITECT: FREDERICK R. WEBER --—— ——— — — 41 EAST MAPLE ROAD : GREENLAWN. NY 11140 \ I1 1 11 11 1 1 1 11 1 1 11 11 1111 1 11 1 1 il52 NOYAC PATH WATER MILL. NY 1191L ILITEL 431 154-5555Ix8 "Versatex" r FasciaBd. wl fweberarchitect*yahoo.comOF Half Round um. utter SEAL: ILL I NNuCedar< — dl Shingles. Exposure T9 .) IIJ I—— —_———- — : "Weaved" Corners_ ---rtt---- - - _ _ Shingle Flare Stucco ————— —————————————— Stucco Bluestone Coping Edge/Treads I" Stone Veneer on Porch Found. Wall REV.: SEPT 21, 2022 DATE: SEPT 10. 2022 — —-- Q ------ 4- — —————— iIII -- III lII -- - t————————- ———————————————————————--——————————JI SCALE : 1/4" - I'—O" -- ---------------------- --------- ----- LT------------------------------------------ l I I L-- __J JOB NO: w202202 rzL DRAWING NO.SOUTHEAST ELEVATION L-------- OF AIOm ® � a --————————————— ———————--— — -- - - --————————————————— f FREDERICK ROBERT G / O WEBER G5phait Roofin G 12 ` s lie ARCHITECT / 5/4A Mahogany Cap, ------------ -------------------- -- -------- I I I I 4x4 Cedar Posts iu/ III 1 I I SS Cable Rail, 4" oc 1 I l e Decking on P.T. F I F I ESle PD ers itched I � � O I MMembrane I I Roofing I it, Nl d Part Height I I Shingled Wall 12 Hill I III I I, III, I III I I I I I 1 1111 Q 3 -- --- --- - - Ix8PVC _ -— ——— ° — — _ — Fascia Bd. _ j — ——— ———— —\ p ��Half Round Alum. Gutters (White) w/ Round Leaders _______ I I Ixd TtG PVC I I Soffit Material --———————— "Veis t I I SS Screening I I (Fine Mesh) in o I O O O `� I I Mahogany Frame II Pressure Treated Framed i Post, Encase in Ix— LET = 8 atex" Trim w/ Base � Hill Cap Bluestone Coping A6 ---- -- --2- 7 7 — --------------- rT, I I O I Stucco I Stucco I Stucco !..................................................................................................:.........................................................! ... ............................................. I Stucco I I I I I — ----—————————————————————————I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I rn I I I I I I I I I I I I v1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J J J LI — --------- ----------------- ---T -- -- ———————— —————iI ——————————————— II I I O L_ _, L__� T NORTHEAST ELEVATION DRAWING TITLE: IZ ELEVATIONS Ix8 "Versatex" Rake Bd. w/ 12 Ram's Crown $ Ix6 Freize Bd. fi fi 3" Thick Bluestone Cap — — — �� �' �� Ix8 "Versatex" N JOB: Fascia Bd. W/�� rt T ———————T————————————:—————— ———— — T Y � Half Round o — 1 I : — 1 I — o NEW RESIDENCE Alum. Gutter I I 11 I L.C. Copper CLIFF/ANN OLSON I I I I Flashing 5/4A Mahogany Cap, 4x4 Cedar Posts w/ 1' I 14349 OREGON ROAD CUTCHOGUE, NY 11935 SS Cable Rail, 4" oc I O OF TOWN OF SOUTHOLD l e Decking on P.T. 1 1:15 I I 1 ® O ® I I ® PO SUFFOLK COUNTY, NY p SCTM 1000-12-2=2.3 Sleepers over Pitched 1 ' 1 I 1 EPDM Membrane Roofing Brick Faced Chimney ARCHITECT: J ------- ------- Sk li ht 9 9 FREDERICK R. WEBER - 41 EA5T MAPLE. ROAD GREENLAWN, NY 11140 .................................................... 01 I I I ................... ........... I I I ................................................. .............. ...................................... ........................... 1 ....... '' ' :':':': I I WATER MILL, NY 119�L I ............ .. .......... I i... :: II I L I ::i :• . .`:'''is'•:•:�4.. :•? :(:f•....::•:•:•. :.':'::.::.: :.::::::::.: I I I TEL L31 't54-5555 II I I 9 I I I I I fwe r r... � be a chitect ahoo.com . :. . I 1 9 - - --- - - I I I "NuCedar" I I I I > I I I N I 1 M M S dews I Shingles. 5 EAL: O B ES D 9 II B 6 Exposure lT .O O O 0 0 ) II i yP _ f...a... . I 1 ® "Weaved" Corners I I ... II .. :'::';F......::.:....::' ::::.:::.::: :;•:.. (...1.t1e...M5h?...11�.......I...�... ........ 11 11 . ......... I :I I :IF......... ..f::a:. I :I I. I Shin le Flare ................................ 9....9.............. 9 1 --�——————————— ———————————— --————————- ———————----- ----__ ——————————— -----_----\— — — -- I :I 1 I: I I stucco Stucco I � - Stucco r— ------rfi--———————————————————————r—————————- I I I 11 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 i 1 i i i i 1 i i i REV.: SEPT 24. 2022 I I I I I I i I I I I I I O 1 DATE: SEPT a, 2022 1 I �- +----------- I-----—————————— ----------- --- ---- --------- --------I——------ --- --�- -�� SCALE I/4 - I -O r— �—————--l————————————————————————-———————————i '—•———————————————i=——————————-—— ———— —— —————--—————————I— ___J __ -J F 1,r l, i i i JOB NO: w202202 L__J L___ I I I 1 1 I DRAWING NO. L r———L— SOUTHEAST ELEVATION- J-----J 1'—O" OF AIO � � � FREDERICK ROBERT WEBER ARCHITECT Asphalt Roof Shingles, 1/2 (High Wind Nailing) .01 (Per Manufacturer) Unfinished 9 Roof Perimeter 291-811) "'Hurricane" Strap on All Rafters 55 Screening Plgwd. Sheathing (Fine Mesh) in I Lto Lap Wall 12 /2 Round Hit 20': Ceiling (Seal I L of Alum. Gutter 23 PORCq :oc FIN. FLOOR Front Porci=l, EL +19. GARAGE SLAB NEW GRADE 2" Closed Cell Spin Foam Insul. EL +11.5' . DE EXISTING GRADE ~~--~~- TOP OF SLAB | / | __..__. __.___.__.___.__.__.__.__. / �__ ' | ��' -- --'--' T—''--'--'--''--'--''--'--'--' '--'--' `�`^ '^—''---'--'--'--'--'— i --------- _____— | � . . � ���-----------�-- | �--� ��i -------- ___ __ L ---r ----- ---- ------ -------------- - ` | --[���---- SECTION BB- SECTION CC- 1/4" � |'—(J^ 5 �� U 7/8^ LVL Ridge | (High Wind Nailing) SECTIONS ATTIC Roc Roo BETWEEN EAVE ANDR06E X oc U le Roof P erimeter Foam Insulation iR391 2x8 C.T. Block (3) Bag5j ^ on Shear Wall 14349 OREGON ROAD BEDROOM ' SUFFOLK COUNTY. NY Bearing 14 0) FIN. 2ND FLOOR Wall IF— 3/4" Plgwd. Subrloor Wall Bearing Wall 41 EAST MAPLE ROAD Bolted Top E on Shear Illall i ] InI WATER MILL. NY 11914 I Al Foam Insulation (R13) 8- TJIFS-40 T�HlNFLGOR 11 1/8' ITJI560�F.J­ lVbd Shingle Flare (T9p.) Y4 ressure Treated Sill, Sill Seal ea NEW GRADE Fire Protection, —————- Box—Bag Ar ri Backrill %ght: 9'-0" Max. New Foundation Walls.. EXISTING GR AIDE Boulder �0 �_I_ 20'x 10' Cont. P. Conc. Ftg. NEW GRAD 0 TOP OF SLAB P. Conc. jFtg. Full H t. (R13) Lw/ (3) #5 Bars (Tgp.) DATE: SEPT 8, 2022 EL +121 AVERAGE GRADE EL +12# EL +7— 8 EXISTING GRADE G able Ends A to Lap Wall E Footings to Rest-~---' SECTION AA on Undisturbed Soil | | ' Extend Depth of / 1/4^ = |'—[)" . PROPERTY Foundation Wall | PROPERTY LINE / 2 ' SIDEYARD As Raooned �D' �|DEYAR[} / LINE | SETBACK � | / �*�� SETBACK / � \ � | U | U , | U - F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS FREDERICK s 3" ROBERT v m W W W W W +, s .' t— (n w S 0 � Q WEBER (n ado m m > °- > a z °- z o o o LU m o o U ° Q o m _ ° ci U z o o ; 0 0 z nW _ m m a d ¢ _ w >u m v cL h U W cv N W z Z U u= m U W CZ ARCHITECT W m z W z a. o a. Q L z Q —► = z - — `� O s Fy O >— 0 1-- w = O ?— W ~ w O m oo v 1— U x z U i n <r z s m > P r-- U O m > z FOYER (COATS) ® ® ® ® ® 9'-0" GREAT ROOM 10 8 ® ® ® Varies M DINING ROOM ® ® ® ® 8 9'-0" \ v- KITCHEN 01 8 8 lei 9'-O„ OPANTRY ® ® ® ® 8 8 9#-O" J LAUNDRY ® C) ® ® 8 ® 9'-0" LL MUDROOM ® 4) ® ® 8'-0" j POWDER ROOM ® ® ® 01 q —0" HALL (LINEN) ® ® 01 101 ® 9'-O" MBR-IST ® ® ® 0 8 9'-01, W.I.C./CL. ® ID ® ® ® 9'-O" BATH 1 80 1 ® 10 ® ® 9'-0" GARAGE ® ® ® 9'-0" 5/8" Type "X" GWB FRONT PORCH ® ® 6 ® w REAR/SCREEN PORCH 10 MAIN STAIR ® o ® ® ® Varies 5 3/4 " COVE -4 1/2" COVE I--I V1 ELEVATOR FULL SIZE FULL SIZE r, OC UPPER HALL LINEN C MBR-2ND ® ® ® ® Varies Q BATH 2 0 4) 61 ® ® _ ® 10'-0" O Z W.I.C. (Her) 01 ® 8 ® 8'-0" CV W.I.C. (His) ® ® ® 01 8'-0. v 1 BR 3 (CL) ® ® ® ® ® 9'-0" BR 4 ® ® 1101 11618 10'-0" O W.I.C. (BR 4) 0 ® ® ® 0. 8'-O" BATH 3 ® ® ® 8 ® 8'-0- BASEMENT ® 01 1 0 ® 9'-O" BASEMENT BATH ® ® � ® 91-0" DRAWING TITLE: W MECHANICAL ® ® e ® 9'-0" 5/8" Type "X" GWB FINISH U ELEVATOR EQUIP. ® ® ® ® ® 9'-0" SCHEDULE CAP CAP MOULDING MOULDING 3/41, TRIP'( FACE OF JOB: NEW RESIDENCE CLIFF/ANN OLSON Ix6 HORIZ. 14349 OREGON ROAD G SHIPLAP WB VERTICAL BD. CUTCHOGUE, NY 11935 GWB W/ NICKEL WB JOINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY „ SCTK# 1000-12-2-2.3 BACK BAND ARCHITECT: N FREDERICK R. WEBER 41 EAST MAPLE ROAD t9 r GREENLAWN. NY 1 140 52 NOYAC PATH M WATER MILL, NY 11911. NOTE: 3/4° TEL 1.31 154-5555 BACK ALL ELECTRICAL RECEPTACLES � fweberarchitecte ahoo.com BAND TO BE IN•ST LLED 9 HORIZONTALLY IN BASE MOULDING (UNLESS OTHERWISE NOTED) SEAL: WINDOW 3/4 WINDOW/DOOR HEAD CASING TYP. Half Full Size Half Full Size " 4 SQUARE EDGE ASE RECEPT CLE �OVER SHOWER DER CURB, r� ' d 2 3/4" x 42 W. CABINETS, ETC. a+{ 5/4 x8 I x8 (TYPICAL ) r a 1J. .�°� ,. BASE BASE M (<) Note: Where Window Sills \ m Occur Directlg m REV.: Above Countertops, Eliminate Casing and Extend Backsplash to I/4" WIDTH AS REQUIRED 1/4" Underside of Sill DATE: SEPT 8, 2022 I f I SCALE : AS NOTED WINDOW 3/4' C A S I N JOB NO: w202202 WINDOW SILL— SILL ` MULTIPLE UNITS SHOE ELEVATION DRAWING No: Half Full Size Half Full Size HORIZ. VERTICAL 8" BASE (Typical) 4" BASE (Typical) BOARDS BOARDS FULL SIZE: FULL SIZE A8 Half Full Size Half Full Size PROGRESS PRINT OF Alo NOT FOR CONSTRUCTION SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE EACH RAFTER FREDERICK Joint Description ROBERT ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER CD HURRICANE CLIP Rafter to Top Plate (Toe—nailed) 3 — 8d per rafter TYPICAL, Ceiling Joist to Top Plate (Toe—nailed) 3 — 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face—nailed) 3 — 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face—nailed) 4 — 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face—nailed) 2 — 8d per tie SIMP50M H3 Blocking to Rafter(Toe—nailed) 2 — 8d each end Rim Board to Rafter(End—nailed) 2 — 16d each end WALL FRAMING 77 Top Plate to Top Plate (Face—nailed) 2 — 16d ' per foot Top Plates at Intersections (Face—nailed) 4— 16d joints—each side SIMPSON H2 HURRICANE Stud to Stud Face—nailed CLIP NAILED. FROM PROVIDE 8d COMMON 99 ALLT31 METAL STRAP Header to Header Face—nailed 2 — d c. a o.c. RAFTER TO STUD. - NAILS 8 4" O.C. AT ALL JACK POSTS ( ) 16d 16" o.c. along edges w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 — 16d per 2x6 stud SHEATHING TO LAP TOP 2 — 16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TO 4. Bottom Plate to Floor Joist,Ban djoist,End joist or Blocking (Face—nailed) 2 — 16d 1 '2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING r, TYPICAL w �M5T31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe—nailed) 4— 8d per joist l JACK POST \./ MST2l STUDS Bridging to Joist (Toe—nailed) 2 — 8d each end w/ 4 - 8d NAILS 948" O.C. = Blocking to Joist (Toe—nailed) 2 — 8d each end EACH END - TYP. SIMPSON M5T21 Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face—nailed) 3 — 16d each joist W METAL STRAP e32" OC. Joist on Ledger to Beam (Toe—nailed) 3 — 8d per joist F�4 MAXIMUM. Band Joist to Joist End—nailed FLOOR JOIST = Band Joist to Sill or TopPlate Toe—nailed 3 — 16d 1 per joist P ( ) 2 — 16d per foot �4 DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 16 O.C. 8d 4" o.c. perimeter zone OIL" BEAM - TOP + BOTTOM. Structural Panels STUDS 5IMP50N MTSA IS-Z W/ other 6" o.c. edges of N (9) 8d NAILS TOP t panel , 12" o.c. interior w BOTTOM 8 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 — 8d per support ," x ,0" or wider 3 — 8d per support SECTION ELEVATION CEILING SHEATHING O Gypsum Wallboard 5d 7" edge /10" field �/ 1 �SIMP50N MTSA 18-Z W/ WALL SHEATHING (6) 8d NAILS TOP t 11.4 O BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ (6) 8d NAILS TOP t ( /16" 6d 3" edge /6" field 9) 8d NAILS TOP t BOTTOM s 32" O.C. = FLOOR JOIST : BOTTOM 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE - TOP OF FOUNDATI ON 8d NAILS e4O.C. =..::::.. ...:.. Gypsum Wallboard 5d 7 edg e 10 fiel d DRAWING - .:.::.. ..:: (SHEATHING TO LAP SILL PLATE) Hardboard i.f•. a' 8d`:;• (se e table 39 ,.. ., ..,}, _ •....:."•.:•',.iv.i:• '•1+•.':.'::•'., ( SILL Part icleboard Panels - 8d(2) 2 x 6 IL_ E .�;�- see S PLATES table 3.9 COD E SHIELD .l D T,41 L S Diagonal COPPER TERMITE .;)t C Q TREATED. Board Sheathing w/ ILL SEAL (T P.) >•a' 9 S Y 1 x6 or 1" x8 per support /8 I6 A.B. 2 OC " " PP 5 x 3 1 x 10 or wi er 8d r DW e support t SE E FOUNDATION G. - _ P PP .T- x3/ I6 WAS HER. H R.w/ 2 x2 FOR DESIGN/REINFORCING :`:• _ 1.: sr• / "c. FLOOR SHEATHING (HOT DIPPED GALV. OR E SSTEEL)STAI L ISOLATE WASHER FROM •...•`•:...is,:.......::... .;:'•:•' ,"•:••';. .' •.•...::. r.�. ' SILL PL W/ FELT STRIP Structural Panels 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field HOLD DOWN -{- SHEAR C O N N E OF I O N CRITICAL PATH Diagonal Board Sheathing JOB: 1" x 6" or 1" x 8" 2 — 8d per support NEW RESIDENCE 1" x 10" or wider 3 — 8d per support CLIFF/ANN OLSON 'Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed 14349 OREGON ROAD 3" on—center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall CUTCHOGUE. NY 11935 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 — 16d nail per foot. SUFFOLK COUNTY, NY SCTK# 1000-12-2-2.3 ARCHITECT: Ie„i I I FREDERICK R. WEBER I 41 EAST MAPLE ROAD I GREENLAWN, NY 11140 I DESIGN CRITERIA: 52 NOYAC PATH I WATER MILL, NY 11914 I I GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 1 114" x 20 GA. GALV. STRAP 1 114" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 30 fweberarchitectsgahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE: TO HEAVY /AT R 1DE Sd 'COMMON NAILS'e 6" O.C. EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: T.A'LL•>4P5A5.0'F.•.I,bUF'I'U*R ER I I/4" x 20 GA. GALV. STRAP WIND SPEED - 130 MPH Aft '' FROM'RID�i=/Hlf?/Cs;4Bt ICE SHIELD UNDERLAYMENT REQUIRED - YES w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B FDN. OIL" O.C. w/ 5-8d COMMON NAILS IN , E 8d COMMON NAILS 4" O.C. EACH END 816" O.C. HIGH PRESSURE ZONES 4'-0" FRIOM ANY RIDGEH PRESSURE ?HIPEOR GABLE ND S ARE ALL AS DESIGN CRITERIA' ` 1 i rr . . . . . . . . . . . . . . . . . . . . DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ' . CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. . . . . . . . . . . . . . . . . . . . . . . . . . . 2'-0„ MAX. WINDOWS - GLAZED OPENING REV.: 4 Srofr ,� 2'—O" MAX. I "�>°r °.fF' 2 - d COMMON DATE: SEPT 8. 2022 X J adr u 51'.J. ;' aw;� I I f0 NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNEPLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE AS NOTED ' ----------a to �7 rr ° ..'y'• �. . E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT Q a-' os = '' �' JOB NO: w202202 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS o fR F y F r, OF 1/10 AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ROOF FLAN . . . . . PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 14" OC DRAWING NO. =O V r���'�'"��:;;��f �;; FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' (N.T.S.) U�•� .......... GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. oW. LU COMPONENT AND CLADDING PRESSURE ZONES o.:x* CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A10 �4 OF AIO IT-O" 13'-0" -.1111k 18'-6" 18'-6" WINDOW SCHEDULE A� 13'-6" 5'-p" Unit Model # R.O. Area E ress FREDERICK Opng g ROBERT - �-- (3) 9 I/2" LVL Hdr. „ADH3250 3 -2 x 5 -0 Yes WEBER ADH21058 T-10"x 5'-8" No Q`' ARCHITECT © APW5058 5'-0"x P-8" No \�1 •`� + \� d I / \ ° a` OD APW5858 5'-8"x 5'-8" No / �-� �\ �I EQ ADH3258 3'-2"x P-8" Yes >1 6x6 Pressure Treated I > �(� /�j �c \ / ry} � �l� �I Post w/ "Sim son" ABU66Z Np I Post Base t "Simpson" O ADH2440 T-Ox 4'-0" No F LCE4Z Post Cap lTyp.) ----------J 1 \ : / I ,.------------------------- O ADH3044 3'-0"x 4'-4" No 9 I/2". LVL Hdr. --------------- (3) 9 I/2" LVL H r. r , yr , ^ I ____ /� ___ I "-' (3) 9 1/2" LVL Hdr. , ===== _� I _-_---_-=-=s ------ I ---------- I I I I I I I --------------� - - - - I HO AAN2020 2 -0 x 2'-0 No i I•I I 7, \ _ : vo v / �,2,, u u = � I L---_J I L————J I i III I v J AAN2820 2'-8"x 2'-0' No 2x10 R.R. Each 2x10 R.R. Each , \I \ >_ / o o „ _ Side of Tie Side of Tic �;� \\°, `„i G lL _� _ _� I I'2. 8 R.R., 16" oc 2x8 R.R., 16" 9d I I _-___° ----_ ----- j �"� •� tx ' o l - o - I > f 3r----- ----- I I I I KQ ADH2O38 2'-0"x V-8" No (3) 5/8" Machine (3) 5/8" Machine ' +/p o \ n : �j ^/ \� ° tia cK ao A[ N I ` 2x8 C.T.! 14" oc i = o I , I•I I �� O w U w U 1 \ I-7 I I I \ 1 N 1 II Bolts- Thru bolt Bolts- Thru bolt o: �'� N N oD I U I• I I L APW3038 3 -0 x 3 -8 No Rafters t Ties Rafters t Ties 2j `! \ " -" / �'� ` I ' O I 6 • /6,,/6 \\ c`I: N 0 G' u° oo 12 -0 °° aD a- \ I .' o- I axo co O W 114 oc '1 \0 11a V cv c� c� cv I . I i I ch I I c� I I cv c� III I cn O ADH3054 3'-0"x 5'-4" Yes ° 4x8 Tie 4x8 Tie ° oc \ / '1+ �� �� \ / ��� I � I i I I I I I I• I I �../ ° ° 2x10 R.R., I6" oc \ / 2x10 R.R., 16" oc 1 I ,' I y I I I III :/�� 1 (3), 9 I/2 LVC�Hdr , (3) 9 1/2 ..LVL Hdr. I 1 (3) 9 I/2 LI�L Hdr. 1. 1 I NO APW5054 5'-0"x 5'-4" No ----------- --- --------------- —.—.—.—.—. —.�.—.—.—.—.—.—. —:—. —.—. _ :: ---- ---------•r,---------- ° ° ° W 10 x 3Q1 Girder w/ 2x6 Top I Nailer R I . W 10 x 30 Girder ;w/ x Top Nailer R ��T]7 I I 1 I I II I._Y__:� ipW i Sink --- ►� 0 © ADH3650 3'-Vx 5'-0" Yes _ W I I I I I •Provide Flag Connection Column III to Girder (Use 5"x5 x3%8 N N I ' ' > R ADH2650 2'-6"x 5'-O" No > Column to Add Lateral :Strength) 5 x5 x3/8 1 . 1 _= I -' - I I I I III See Anchor Bolt Details Steel Col. (TgpIj I > S AOVLD2030 2'-O"x 3'-0" 0" 18" 12'=10" 6"I • I 12'-6" 4" 6'-O" 4" 16'-l0" " V 1 ' 6 t I I I I u_ I , LLI I 14" TJI 360, 16" o.c. 14" L F.J., I6" o:c. (Continuous) 14" LVL F.J., 16" o.c. M A-Series, GREAT ROOM RAFTER TIES I I �, I I 1 • I 14" TJI 360, 16" o.c. �I 1 Model Numbers Refer to "Andersen" 3/4" = I'-0" `y' I 1 I 1 - III "III _____ "Storm Watch", Impact Resistant Glass, OP 10/10, O w I I uu 1 I O �,I I I Will ' I Bearin 2x10 R.R., IL' oc Low-E4 w/Argon Glass, Simulated Divided Light x I I I I x I • I I I r g N °III III N a� III iuIII ' Wall a 2 I I I I z I I I zI I , I Sink i III III al l nl I ' ' I "' I > I I I I I° I I I I°III i i � 0 DI 0 -' o 1111 1/8' LVL Ridge o I I I - I 0 1 . 1 H--------Yp-1+-------- 0D I ................................. ....i.. .......................... ao I I...... . ..........:..:.... . ..................................... C .............. . . ... N -aer -,t-I I _ x............ ....................:..... . ,. .a. • I I I N I I o ...cV1 • I i � 1 :�• � •�u•.. v` I \ I I I I � I I I II I i i Q O o ioi = V 1 Cr I I I I � I I al I i i WI 'a` M of I I of I I I I I I I I r i r I J A11.4 Al o I I I F- I I o � I I vl I � � Beare g , , I I q) I I I I �,I , wall I Al DOOR SCHEDULE O I I I I 1 I I I I (2) 4 LVL ,F.J (Under Wall Abov ) , MI I 13,_5" M 1 I �:-:--__--_. _.__._-._.. .._.._._._._.._.._.._. ..=:r:=::-.-..-.................. ........................... I I I x 1 I x1 I i� ____ I Unit Model # Width t Height > QC v II �rII (Y NI I NI I ' — - - _ - - - __- O I I I I o I I 1 5"x5"x3/8" Ell.I I _-�(2) 14" LVL F.J. (Under Wall Abov ) i __--— - O Front Door w/ Sidelites 3'-0'x 1'0""(Door) = I I I I I • Ik::::::_: =::-:_::-:=::-:=::=:._:._._.._:=::-._..__..--.-. .... ...::::::::::::::::::::::................. I "Simpson" (2) I-2' x 1 0 (Sidelites) x I I I I x III Steel Col. (T9p.) II1 -- : - ---- --.-.-..:---.----. :: ::..:...... p CIA C4 r I I I 1 I • I 14" TJI 360, 14" O.C. 1 ' I 14" TJI 360, 16" o.c. I I 1 �+ "Therma-Tru", Classic Craft , N , / III 14 LVL F.;1.,: 16 o.c. lContinu s) I 14 LV F. 16 b.c. O 3-0 x 6-8 (Door) DRAWING TITLE: I I I I I I I II1 Model CCA260, Glass To Rafter Ties to nIA P cn I I I I I I ' I � I I Align wl.' Studs I I I I I I 6 III 0 1 Between Window Q I I 1 O "Marvin" CUIFD2810 XL T-10 1/16'x T-2 1/2" Q I I q I I 1 W 10 x 30 Girder w/ 2x6 Top Nailer R 1 I : �,1 I L---- ---- 10 R.R., I� oc 3 Clad Ultimate Inswing French Door (R.0.) 2ND FRAMING - ° - - - - - - - - - - - ----------------  ' "Marvin" CUSFDI2010-OXXO-RH 12'-0" x 1'-2 v2" (IST FLOOR) (3) 9 I/2" LVL Hdr I I U C: 1 N Drop Floor ® Clad Ultimate Sliding French Door IR.O.) o.c.Ref. °p e ? I > * "Marvin" CUSFDLOR48-XO C-O" x 6' 10 1/2" (2 2x4 , 0 I Ii.►�-j--� Framing :•� Posts IT, I LRef._J Landing Above> ' O _ Clad Ultimate Sliding French Door (R.O.) 2x6%F.J:, 16" o. 14' LVL F.J., 14" o.c "Therma-Tru", Smooth5tar " 14" TJI 340, 14" o.c. > i j i - 14" LVL F.J., 16" 'o;c. © 3-0 x 6-8 (Door) D wn i o- Model 52102, (2/3 Glass) 15 of Model Numbers Refer to "Marvin" Signature, Ultimate O French Doors, Impact Zone 3, DP 50/55 Min., JOB: _ _ .0 Low-E Glass w/Argon Glass, Simulated Divided Light - - `--- NEW RESIDENCE I I (3) 9 I/2" LVL Hdr. (3) 1 I/2" L Hdr. / (3) /2" LVL Hdr ° $ Verify Operation CLIFF/ANN OLSON III o o 0 0 0 I III I i > * Alternate 0 143T 9 OREGON ROAD ac U LO ac v Cz U !3) 14" LVL I F.J. Cr CU CHOGUE. NY 11935 co 00 -4 --- J�---------- __ TOWN OF SOUTHOLD x x x x x x - --- --------------- =======--------------- I n cv sl: cv " cv _ _ __ - -- _____________= M SUFFOLK COUNTY, NY I) I SCTM# 1000-12-2-2.3 ______________ ___-__ / I Pull Dow Stairs 1 --_--- — --- _�- _-_—_—__ — I to Garage Loft - (3) 1 1/2' LVL Hdr. I Space I I ARCHITECT: I (3) 9 I/2" LVL Hdr. (3) 9 I/2 LVL Hdr. L----I--__J I NOTES: I c I FRAMING )`t O T C S= I FREDERICK R. WEBER 1 / 14 TJI 'b60, 16 ox. 41 EAST MAPLE ROAD I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 6 6 Pressure Treated i GREENLAWN" NY 11140 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 6/8" MIN. THICKNESS OR AS NOTED. P t w/ "Simpson" ABU66Z , P t Base t "Simpson" I 52 NOYAC PATH 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD L 4Z Post Cap (Tgp.) Q, I WATER MILL, NY II914 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 1 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. TEL L31 154-5555 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. I --------- > I fweberarchitectayahoo.com 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED e 8'-0" O.C. L------------------------------------------ 1 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. � OD I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ;� SEAL: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROV D EQUAL. Al Al 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT ILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. TJI60, 16" O.C. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D 6 12" O.C. INTERMEDIATE. / i r i i I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIM SON" OR APPROVED EQUAL. I ` 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, -________ (2) 14" PROVIDE "SIMPSON' HDU2 OWN FROM STUD WALL/WALL PL. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER' RECOMMENDATIONS. WEB STIFFENERS � TO FOUNDATION WALL Al SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RI JOIST SHALL BE REQUIRED AT FL OR 2 I ID I y PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Q PROVIDE I/2" PLYWOOD (ONE E OF WALL) FOR SHEAR WALL I I 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. d —'— — —•—'—'— —' -----•—'---'---• v- 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. (3) II 1/8" LVL Hdr. (3) 11 1/8" LVL Hdr. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. REV.: SEPT 24. 2022 DATE: SEPT 8. 2022 SCALE : 1/4" - 1'-0" 20'-0" 6'-6" 24'-O" JOB NO: w202202 2ND FRAMING DRAWING NO. ( IST FLOOR ) ���ti lki" = 1'-0" S1 OF 52 WINDOW SCHEDULE e FREDERICK Al Unit Model R.O. Opn9 Egress ROBERT ® ADH3250 V-2"x 5'-0" Yes WEBER ' © ADH21058 2'-10"x 5'-8" No APW5058 5'-0"x P-8" No ARCHITECT \ Q APW5858 5'-8"x 5'-8" No O ADH3258 3'-2"x 5'-8" Yes OOF Q ADH%4O T-Ox 4'-0" No I i I 1 I 1 O ADH3044 3'-0"x 4'-4" No -- ------ --------------------------+ I i---------- ROOF-----------i O AAN2020 2'-0"x 2'-0" No I I ROOF I I O AAN2820 2'-8"x T-O" No I i 1 I I I I I KO ADH2O38 2'-0"x V-8" No I I I I 1 Q APW3038 3'-0"x V-8" No I I I I I I (2) 2x6 I I i i i Q ADH3054 3'-0"x 5'-4" Yes T Studs (Tgp.) (3) 1 1/2" LVL Hdr. i i (3) 91/2": LVL 1 1 (3) 9 1/2", LVL Hdr. i NO APW5054 5'-O"x 5'-4" No - / Pitch I Flat Cdiling I Pit 2 \ ' I :1 I I ® ADH3450 V-Cx 5'-0" Yes J ,q� �o i o 1 -,i - -- �f'itch i o Flat Ceiling ing o i-Pitch- = 1 / :' \ '•. I Block (3) Bays of Rafters I > ® ADH2650 T-Ox 5'-0" No 2x1 I R.R., 16" oc i 2x10 R.R., II " oc o o I . \ �J I SO AOVLD2030 2 0 x 3 0 No I / . '•2)(1 R.R., 16" oc 1 2x10 R.R., I " oc " 2x8 C1, 16" oc . { - - I\ I 1 '- F 1 / /1. :n ,- \� 2x8 C.?1., 16 oc - ►. \ . v I M I Model Numbers Refer to "Andersen" A-Series, I / :1 "Storm Watch" Impact Resistant Glass. DP 10/10, w� v `s w I I I Low-E4 w/Argon Glass, Simulated Divided Light I > I I I Ridge I I / ---- --- 1 \gy I I I @.r' / •: Overlay O O I \ I I I 1........ .......I......................._.1......:.�.:......Ro6f I........... .. ............... .....x .............:...............;....... ...x. ...... . ........... . . Oaferlag......:.... ?. . .......................... ........... .. .......................... .. Bearing/ N Bearing/ R f \ $ I I I IShear q° A -_ 2x16 R. 16" oc 1 /2x10 R.R., 11 oc Shear Wall v 1 = 2xlp R.R., 16 a '. i 2x10 R.R., 1� oc A ROOF I:. Wall > I 2x8 "C. t, IL" oc I -' Al 1.4 2x8 C.T1.-16 oc --- i - --- __ Ridge--- II l/8 LV / �1 ; AlDOOR O R SCHEDULE - ------ �Ridgel IO I 1 �Lme of 8' Clg. gt. Line of 8 Ig. Hgt. 1 I \ O erl �__ /• I I M I Unit Model # Width t Height / I I \ o ROOF 1 \ R of I / :' i O Front Door w/ Sidelltes 3'-0'x T-0' (Door) _ I "Simpson" (2) 1'-2' x 1'-0' (Sidelite� l2) 1I/2" L L Hdr. R Overlay "Therma-Tru", Classic Craft M "Framing\ o�,,, 111 � o 0 0 � 1iv Roof rya/IN- 1 Model CCA260, Glass TopQw 3-0 x 6-8 (Door) DRAWING TITLE: Around. \ Z 11 6 _ _ — / °' a "Marvin" CUIFD2810 XL 2'-10 1/16'x 1'-2 I/2" LOpenm� �- _gin - �'// I O R. s o 3 L_____ r————— __————._ ———_ i . N / : i > Clad Ultimate Inswing French Door 1R.0.) ROOF FRAMING 1 w C) o,1 4 "Marvin" CUSFDI2010-OXXO-RH 12'-0" x 1'-2 1/2" (2 N D FLOOR) Clad Ultimate Sliding French Door (R.O.) x 0 1 O* "Marvin" CUSFD60R68-XO C-0" x 6' 10 1/2" \ '' `�' `�' x 2x10.`R I oc I 2x10 R.R., 16" oc Clad Ultimate Sliding French Door 1R.0.) 2x10 R.R., 16" oc 1 2x10 R.R., } vc X1. : 9J1I.\ 28 " `� O "Therma-Tru", SmoothStar3"-D'x 6'-8" (Door) 2x8 C.J., 116" ocr Model 52102. (2/3 Glass) Model Numbers Refer to "Marvin" Signature, Ultimate 1 i ��-. .• I French Doors, Impact Zone 3. DP 50/55 Min., JOB; _ --____-_, Low-E Glass w/Argon Glass, Simulated Divided Light -------1 Verif NEW RESIDENCE 1 (3) 1 1/2" LVL Hdr. (3) 9 1/ ., LVL Hdr. I I I I y Operation Alternate CLIFF/ANN OLSON I I (2) 2x6 I I I I ROOF I I Studs (Typ') I r------ 1 a I 1 L_____ J � 14349 OREGON ROAD 1 I I I CUTCHOGUE, NY 11935 TOWN OF SOUTHOLD r------ i SUFFOLK COUNTY. NY I 1 1 I SCTMS 1000-12-2-2.3 ----------------------------:---------------A L-- r---- I 1 .. .. .. 1 1 ARCHITECT: I 1 FRAMING NOTES: I I FREDERICK R. WEBER I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER i 41 EAST MAPLE ROAD GREENLAWN. NY 11140 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD i I 52 NOYAC PATH TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 1 1 WATER MILL. NY 119'(L 1 • 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. i i TEL 1.31 154-5555 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4 WALL ( 3-2x8 IN 6 WALL OR AS SHOWN ON DRAWINGS. I I fweberarchitect3gahoo.com 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. 1 I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. I I 6. DOUBLE FRAMING AROUND OPENINGS (Skghghts, Stairs, etc.) OR AS NOTED ON DRAWINGS. I SEAL: 1 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. C 1 _ 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY *SIMPSON" OR APPROVED EQUAL. Al I I Al 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-100 NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, PROVIDE 1/2" PLYWOO O4� S „ OF WALL) FOR SHEAR WALL GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 1 — — SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR Al 1 (3) 1 1/2" LVL Hdr. I PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. I I 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 16. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. REV.: SEPT 24. 2022 DATE: SEPT 8" 2022 SCALE : 1/4" - I'—OR JOB NO: w202202 ROOF FRAMING DRAWING NO. ( 2ND FLOOR )- "��� S2 OF 52 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT ♦ DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.-WATERPROOF \ / GFI DUP.REC.-GROUND FAULT DUP.REC.-FLOOR ARCHITECT // ♦♦\ � �} DUP.REC.-(()SWITCH OPER. L__:__J / Cp SPECIAL OUTLET I \ I 'y' i O SURFACE MTD.-CLG. I I I I 0P SURFACE MTD.-CLG. (Porcelain) - ---------------------------------------------J ` i -------------------------, RECESSED-CLG. --- ------------ b WALL MOUNTED ��' ------- ------------------------- 1 i I 1 i i 1 ------------ -® I C DUP. FLOOD / \ / ♦ I I I 1 / ------------ III ,'' \\ / ♦♦♦I ___ j L____J 1 ,'/ i i i 0_> RECESSED- CLG.- DIRECTIONAL �'' \\ i I`♦ I �'I ___ i i i s0 SHOWER LIGHT (Wet Location) rr ------------- I I I /' \ / I ♦ // I II i I I I UNDERCAB. FIXTURE DOORBELL/CHIME \ / 1 ♦ , I I I I I I I 0 EXHAUST FAN W a •1, ♦ I / 1•' I I I I I I I Hose PADDLE FAN m I ♦ I / I I Bib \ / ♦ / �} I I O I I I I ----��� --------- w.P. --------- ---- 1I I I I I 0 ' PADDLE FAN / LIGHT w GF� I I I I I I I I ❑ ATTIC FAN II II I I I I v� I I I I I I urface Q SPEAKER I I i t i i TELEPHONE W CABLE VISION I I I I I I I I GPI i TV GF © COMPUTER (Cable t Phone) Pendan l t i I I i i ... . :,Sk THERMOSTAT� Q I TV Fl O SMOKE DETECT OR - - --- - . ............ ............ .... . . ..I ft ........................ ....... ............: QcooCO/SMOKE DETECT OR � . urac iendain SWITCH 3 SWITCH 3-WAY SWITCH -4-WAY D SWITCH W/ DIMMER I I I I Hose I I I I r LL Bib $w SWITCH WATERPROOF I I I I i m __-_= JS JAMB SWITCH I I I I ovr I 1 F KEY PAD EX EXISTING DRAWING TITLE: Surface T I I I I I �I IB i i • �• I ELECTRICAL 3 ----- -------=----------- — - ------------ ---- 3 I IST FLOOR Or Ref. 1 Ref ; 'N'GFI l42") Surface Surf.ate I I T F I I I B I ELECTRICAL NOTES : I I To2nd " FI c JOB: 3 \ 3 3 I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. NEW RESIDENCE RECEPTACLES SHALL BE MOUNTED HORIZONTALLY IN THE BASEBOARD. I I __® �'---- 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. I 1 W.P.wPGFI CLIFF/ANN OLSON' I I 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. I I I I I I I I I I 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. I I Surface 14349 OREGON ROAD1 I CUTCHOGUE. NY 11935 5- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS I I i I I AS SHOWN OR REQUIRED BY CODE (MINIMUM). I I I I TOWN OF SOUTHOLD 6- HOME TECHNOLOGY CONTRACTOR SHALL INSTALL AND WIRE ALL TV OUTLETS, COMPUTER (CAT 6), WIFI NETWORK, I I To Path/ -� - - 1----- - - -- - - - - 1 NY SPEAKER SYSTEMS, CAMERAS AND SECURITY SYSTEM AS REQUESTED BY OWNER. (NOT IN CONTRACT) j j Post Lights i r---- , 5UFFOL COUNTY; 2. __ I Pull Dom Stairs 1 I 5CTMu 1000-12-2-2.3 I- ELECTRICIAN TO INSTALL PADDLE FANS. ------------------ � 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON LEVELING WALL PLATES. ®-------------------------®----------- I space rage Loft 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I - - - - - - - -- - - - 4- 1 1 1 1 AC #1 ARCHITECT: 1 !J ELECTRICAL FIXTURES : I I I � i i FREDERICK R. WEBER I I 1 1 41 EAST MAPLE ROAD OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I 1 I I GREENLAWN. NY 11140 I- CHANDELIERS (DINING, STAIRWELL, ETC.) I 1 i 1 1 AC #2 2- KITCHEN PENDANT i 1 I 1 52 NOYAC PATH 3- BATHROOM WALL SCONCES I 1 1 1 1 WATER MILL. NY 119%. 4- SURFACE MOUNTED CEILING FIXTURES 1 1 I 1 5- ALL DECORATIVE EXTERIOR FIXTURES i I 1 I TEL 631 154-5555 6- PATH AND POST LIGHTS 1 I 1 fweberarchitect"gahoo.com I- PADDLE FANS L----- --------------------------------------------- 1 I I I I ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: i i 1 i SEAL: I- ALL PORCELAIN FIXTURES I I I (p I 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"). 4"0 HOUSING t TRIM (White) r- ------ --- -+-� I r-- ----- Ovhd. Door Ovhd. Door------+-� I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 1 I 1 1 4- UNDERCABINET KITCHEN FIXTURES (LOW VOLTAGE, STRIP LIGHTS) 5- BATH EXHAUST FANS APF) LIANCES : I I I V Wr �Yi Hose OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR Bib I i I- RANGE: (6) BURNER DUAL FUEL, 36", BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC +�- �, I _____________ -i J_�_____ __ 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE "'' I I I I `♦ 3- REFRIGERATOR: 42", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 4- DISH WASHER: ELECTRIC t PLUMBING 5- WINE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 6- KITCHEN HOOD: 36"WAS"Hx24"D, CT EXTERNAL BLOWER, 900 CFM REV.: SEPT 26. 2022 I- WASHER: FRONT LOAD 8- DRYER: ELECTRIC DRYER DATE: SEPT 8. 2022 PLUMBING NOTES : SCALE : 1/4" - 1'-0• I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. JOB NO: w202202 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. ELECTRICAL 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ,y DRAWING NO. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. IST FLOOR 6- ALL SINKS ARE TO BE UNDERMOUNT. I- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL, AND PROPOSED GENERATOR. E I OF E3 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER ———————————— W.P. DUP.REC.—WATERPROOF 0GF1 DUP.REC.-GROUND FAULT �] DUP.REC.-FLOOR ARCHITECT DUP.REC.—(l)SWITCH OPER. �\ SPECIAL OUTLET I I 0 SURFACE MTD.—CLG. I I 1 I OP SURFACE MTD.—CLG. (Porcelain) I I RECESSED—CLG. FO WALL MOUNTED JL )-___ ____ _ __ ______________ ____ ______ -_-________________-_____- ' I I I I I Cc DUP. FLOOD I 0_> RECESSED- CLG.- DIRECTIONAL I I I I I SHOWER LIGHT (Wet Location) I I I I I C UNDERCAB. FIXTURE I I I I I 1 I I I I I 1 ® ® DOORBELL/CHIME rT'� I I I I I I I OF EXHAUST FAN W 1 I I I I I I I 1 I I I I I I 1 T \ I I I I I I I I PADDLE FAN v I I I I 1 1 --------i PADDLE FAN / LIGHT w I I I I I I I I I I L F ATTIC FAN I I I 1 I I Surface 1 SPEAKER I r TELEPHONE W I I I I I I I I TV 0 CABLE VISION I I Q I I I © COMPUTER (Cable t Phone) I I I I Q THERMOSTAT I I I O I I I TV 0 i I ---- ___ C°O SMOKE DETECTOR 1.•••.••• I i i TV co CO/SMOKE DETECTOR I V 1 SWITCH Q Surface I $3 SWITCH 3—WAY 11.4 I i --- --- — ----- ------ i 1 $4 SWITCH 4—WAY I I I 2A I I O SWITCH W/ DIMMER $w SWITCH WATERPROOF I JS JAMB SWITCH D D D Surface __ _ K KEY PAD 2B 1 4 DRAWING TITLE: ----- ----- 0 I CO COO 0 EX EXISTING ---- ---- ELECTRICAL L-----, n n r----- .r 2-ND FLOOR GFI L I Can Surface I ell To Ist Flo r r j r I 1'_ I JOB: --- , -, -------- NEW RESIDENCE Roof--------•--------- JIL ------------- J CLIFF/ANN OL50N------------------ L ----------------------- I r__—__ — I L J I 14349 OREGON ROAD CUTCHOGUE, NY 11935 I I I I I I I I I r TOWN OF SOUTHOLD I I r______ SUFFOLK COUNTY, NY I I I Bath 3 i Bath 2 1 1 I SCTMu 1000-12-2-2.3 2 1�12" I lit" 2 IV 2' I If2" I 11�2" 2I1/2" I ly2" I I�'2" : ::: ______________- ---------- -- 1 I ...... ....... 1 1 I I2I/2" I I I I ARCHITECT: I I I I I I I I 1 I I I 2nd Floor --------------------- I I I I FREDERICK R. WEBER ---------------------- -- - - -- fi--- - ----------- I I 41EAST MAPLE ROAD I 2" 3" 11/2" 1 2" 3" 11 2" 11 2" --------------------- -- ----- -- - -------------------fi------- ---- ------ -- I I GREENLAWN. NY 11�40 3., C.O. I 3" C.O. 1 i 52 NOYAC PATH 2 I/2" I 2 1/2" 1 I WATER MILL, NY 11914 I TEL 631 154-5555 I I I I 1 I I 1 I I I I fweberarchltectayahoo.com I 1 1 1 I I I I I I I I Kltchenl Laundry I I I PowdFr I 1 1 Bath I I I I I 11�2" 1 Ik' 1 1"2" 1 1)2" 2 IV 2" 12 l 2" 1 1�2" 2I1/2" 1 Iy2" 1 1�2" I I SEAL: I I I I I 1 I I I I DW I W I I I I 1 I I I I 1 1 1 Ist Floor I I -------------------- -_ --- --�--- ---- ---- —---------- ,t 2, 2„ I12" 3 3" 112" 1 12"- ------ ---- I11 1I--------------------- --------� -------- - C.O. 1 1 11 t F.A. If-� 311 I 1 � I 1 I I I 1 Basqment Bat, I 1 I 2"I 31' 1 I i 2" 2 IY2" 1 1y2" Clean-Out I I i REV.. SEPT 24, 2022 In Grade I I I 1 Basement To_Appro ed____ 11L I I _______________________ DATE: SEPT 8, 2022 --------------------- - ------ arntary C.O. C.O 2„ v, 1 2" g C.O. S stem I SCALE : 1/4" I'-O" Building Drain, 4" Diameter, I/8" per N., Min. Pitch I JOB NO: w202202 1 ELECTRICAL PLUMBINGSCHEM�T�C NOT TO SCALE 2ND +O DRAWING NO. FLOOR E 2 OF E3 ------------------------- I I I I I ♦ � , I FREDERICK ROBERT ' ' `--------------- WEBER I I ------------- I / ARCHITECT L------------ ------------- '-------------- , --- t---------------------- rt---------------------- - -- _ , ^-----------------------� I --———— GFI ---�\ t // // �� ♦ I I I I I I RE I I I 1 I I I I '� I I I I I I I .. •••. .•"•••••• L-----------:-----------J L-------------------------------- ------------------------- I I I L-------- L-- -------------------- — r --------------------------------------- I , I Q . I I ..................................... I I I I ..........I...... I .............................................�. , I L I I CO I I I I I I I I I 1 Hose l r, L• I� r J �b I I I I ( CO I I I I ( I I `OGFI Propane I I 200 Amp I I I I Bo ler I I DRAWING TITLE: Electrical Service - --- -- ---- --------- --- I I I I I I ELECTRICr4L ------------ ---- ------------ I I I I Super—St r i ; BASEMENT • � � I l I `I1'GFI I I v I j I I I I I I •..L...:•••• .$ 1 EL A OR I ELEV. EQUIP Fan Coil j 1 To Ist I --------- i-- -- — -- — FIIe- Lr — — `H'GFI' .. , I -- — ------- ------ --- — I JOB: ' NEW RESIDENCE ------------------------------------, I I =====1 i--------- - � , CLIFF/ANN OLSON ------------------------- I I I I I I I I Hggdraulic Elevator to Have I , )2 I , 14349 OREGON ROAD 0 Power, Back Up Battery, Emerg. Lights, Land Line I , CUTCHOGUE, NY 11935 I 1 1 I I ____ , Phone and All Required I I U Controls, Switches, Locks, I TOWN OF SOUTHOLD ___J rt————— Alarms. Etc. I I SUFFOLK COUNTY, NY —— SCTM# 1000-12-2-2.3 : . - - - - - - - - - - - - - - - - - - - - - - - - - :---: - -- - - - - - - - - 1 I r----� IF-------, JF -------------- ARCHITECT: ——————————— i I FREDERICK R. WEBER L__J L__J I , I 41 EAST MAPLE. ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL, NY 1191L TEL 631 154-5555 `-------------------------------------------------- i i I rweberarchitect9gahoo.com I ----- �-------i F------i ------ --------------------I i , i SEAL: I �--------I JF I------- I I I I L___________________________________________J , I - I I , L--- ------------------------------------------�---J REV.: 5EPT 26. 2022 DATE: SEPT 8. 2022 SCALE : 1/4" = I'—ON JOB NO: w202202 ELECTRICAL DRAWING NO. B-ASEMENT /Y E3 OF E3